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SPECIAL INSPECTIONS WESTGATE VGENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0001 Service Date: 02/06/18 Report Date: 02/09/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2018-0034 (Shoring) Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Attended preconstruction meeting at the jobsite. Attendees included representatives from City of Edmonds Development Services Department, Henbart, Pan Geo, WG Clark Construction, South Snohomish County Fire and Rescue, Quantum Engineering, Studio Meng Strazzara Architects, Carmona Construction (concrete sub) and subcontractors for framing and site work. Mayes Testing Engineers understands: • Milton Thompson with the City of Edmonds should be added to report distribution lists. • There will be (2) PT deck placements, the engineer and City of Edmonds inspector intend to attend pre - placement deck walks. • The City of Edmonds would like to be informed of all scheduled special inspections, and will try to make concurrent inspections. • Preconstruction meetings will be scheduled for Shoring and Post -Tensioned Concrete. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Edgerton Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0001 Service Date: 02/06/18 Report Date: 02/09/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Studio Meng Strazzara Architects, Aidan Bird (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0001 Service Date: 02/06/18 Report Date: 02/13/18 Revision 1 - Additional Permit Number Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2018-0034 (Shoring) BLD2016-1538 (Building) Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Attended preconstruction meeting at the jobsite. Attendees included representatives from City of Edmonds Development Services Department, Henbart, Pan Geo, WG Clark Construction, South Snohomish County Fire and Rescue, Quantum Engineering, Studio Meng Strazzara Architects, Carmona Construction (concrete sub) and subcontractors for framing and site work. Mayes Testing Engineers understands: • Milton Thompson with the City of Edmonds should be added to report distribution lists. • There will be (2) PT deck placements, the engineer and City of Edmonds inspector intend to attend pre - placement deck walks. • The City of Edmonds would like to be informed of all scheduled special inspections, and will try to make concurrent inspections. • Preconstruction meetings will be scheduled for Shoring and Post -Tensioned Concrete. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Edgerton Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0001 Service Date: 02/06/18 Report Date: 02/13/18 Revision 1 - Additional Permit Number Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0002 Service Date: 02/09/18 Report Date: 02/14/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2018-0034 (Shoring) Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Partly cloudy Attended City of Edmonds mandated shoring pre -construction meeting at the job site. Attendees included representatives from The City of Edmonds Development Services, Henbart, W.G. Clark, Pan Geo, Ground Support PLLC, and Versatile Drilling. Mayes Testing Engineers understands: No structural toe concrete in piles. Mayes will be required to periodically test tieback grout, and perform welding inspections, if necessary. Shoring construction is scheduled to take approximately (3) weeks, starting on Tuesday, 02/13/18. Permanent shotcrete walls may or may not be placed over the lagging. Services: As requested MTE was on site for preconstruction meeting. Mayes Testing Engineers Rep.: Charles Edgerton Reported to: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0002 Service Date: 02/09/18 Report Date: 02/14/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0003 Service Date: 02/19/18 Report Date: 02/22/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2018-0034 (Shoring) Samples: (4) 2x4" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Visually inspected corner plate welding to new soldier piles per detail 4/SH5.2 at the following locations: 1. Upper 15' section at top of soldier pile W1. 2. Upper 5' section at top of soldier pile W4. Field fillet weldments at 2-12 spacing meets detail 4/SH5.2 and AWS D1.1 visual acceptance criteria. Welding was performed by WABO certified welder James M. Garrett (ID# W10586, expiration 07/01/18) by FCAW process. Sampled tieback grout used at W44, W43 and W42 locations per geotech. Four (4) 2x4" specimens were cast for 3-day test needing 1500 f'c and 28-day test needing 3000 f'c. Mix proportions were (1) bag of type 1-11 cement to (5) gallons of mixing water. Test specimens were stored in WG Clark heated trailer. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0003 Service Date: 02/19/18 Report Date: 02/22/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 02/23/18 Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: N/A Supplier: Batch Time: 1200 Plant: N/A Truck No.: N/A Ticket No.: N/A Field Test Data Test Slump (in): Grout Temp. (F): Ambient Temp. (F): Laboratory Test Data Result Specification 12 50 37 Sample Date: 02/19/18 Sample Time:1200 Sampled By: Todd Wirtz Weather Conditions: Clear Accumulative Yards: see comment Batch Size: 1 Sample Size: less than 1 square feet Sample Location: Hopper Placement Location: Tiebacks at W42 to W44 Form Material: Plastic Mold No. Units: Samples Plumb: Yes Temperature Range: Min 70 Set Specimen Date Date Age Area No. ID Received Tested (days) (sq in) I a 02/20/18 02/22/18 3 3.11 1 b 02/20/18 03/19/18 28 1 c 02/20/18 03/19/18 28 Initial Cure: Outside Final Cure: Moist Room Maximum Compressive Load Strength Fracture (lbs) (psi) Type 17,090 5,490 2 Comments: Compressive strength of 3 day Cylinder complies with the specified strength. 1 batch 5 gallons of water to 1 bag cement, last sample damaged,splt in half when taken out of the mold Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 02/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 03/20/18 Revision 1 - 28-day results Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: N/A Supplier: Batch Time: 1200 Plant: N/A Truck No.: N/A Ticket No.: N/A Field Test Data Test Slump (in): Grout Temp. (F): Ambient Temp. (F): Laboratory Test Data Result Specification 12 50 37 Set Specimen Date No. ID Received I a 02/20/18 1 b 02/20/18 1 c 02/20/18 Initial Cure: Outside Sample Date: 02/19/18 Sample Time:1200 Sampled By: Todd Wirtz Weather Conditions: Clear Accumulative Yards: see comment Batch Size: 1 Sample Size: less than 1 square feet Sample Location: Hopper Placement Location: Tiebacks at W42 to W44 Form Material: Plastic Mold No. Units: Samples Plumb: Yes Temperature Range: Min 70 Date Age Area Tested (days) (sq in) 02/22/18 3 3.11 03/19/18 28 3.11 Hold Final Cure: Moist Room Maximum Compressive Load Strength Fracture (lbs) (psi) Type 17,090 5,490 2 34,320 11,030 2 Comments: Compressive strength of 28 day Cylinder complies with the specified strength. 1 batch 5 gallons of water to 1 bag cement, two samples damaged, last sample damaged,splt in half when taken out of the mold Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 03/20/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 03/27/18 Revision 2 - new break result Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: N/A Supplier: Batch Time: 1200 Plant: N/A Truck No.: N/A Ticket No.: N/A Field Test Data Test Slump (in): Grout Temp. (F): Ambient Temp. (F): Laboratory Test Data Result Specification 12 50 37 Sample Date: 02/19/18 Sample Time:1200 Sampled By: Todd Wirtz Weather Conditions: Clear Accumulative Yards: see comment Batch Size: 1 Sample Size: less than 1 square feet Sample Location: Hopper Placement Location: Tiebacks at W42 to W44 Form Material: Plastic Mold No. Units: Samples Plumb: Yes Temperature Range: Min 70 Set Specimen Date Date Age Area No. ID Received Tested (days) (sq in) I a 02/20/18 02/22/18 3 3.11 1 b 02/20/18 03/19/18 28 3.11 1 c 02/20/18 03/26/18 35 3.11 Initial Cure: Outside Final Cure: Moist Room Maximum Compressive Load Strength Fracture (lbs) (psi) Type 17,090 5,490 2 34,320 11,030 2 28,760 9,250 2 Comments: Compressive strength of 35 day Cylinder complies with the 28 day specified strength. 1 batch 5 gallons of water to 1 bag cement, two samples damaged, last sample damaged,splt in half when taken out of the mold Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0003A Service Date: 02/19/18 Report Date: 03/27/18 Revision 2 - new break result Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0004 Service Date: 02/20/18 Report Date: 02/23/18 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No.: M7171996 Permit No.: BLD2018-0034 (Shoring) Weather: Cloudy Samples: (5) 2x4" cylinders (cast by contractor) Waited on site for (3) hours to sample site mixed soil nail grout, however no grout was mixed. Left cylinder molds with the contractor in the event that they placed grout into the tiebacks later. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0004 Service Date: 02/20/18 Report Date: 02/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0004A Service Date: 02/20/18 Report Date: 02/26/18 Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2018-0034 (Shoring) Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: Mixed onsite Supplier: Batch Time: Plant: Truck No.: Ticket No.: Field Test Data Test Result Slump (in): Grout Temp. (F): Ambient Temp. (F): Laboratory Test Data Specification Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Sample Size: Sample Location: Placement Location: Form Material: Samples Plumb: Temperature Range: 02/20/18 Sample Time: Cloudy Batch Size: Tie backs 5,6,7,8 &9 Plastic Mold No. Units: Yes Maximum Compressive Set Specimen Date Date Age Area Load Strength Fracture No. ID Received Tested (days) (sq in) (lbs) (psi) Type l a 02/21/18 02/23/18 3 3.11 11,840 3,810 2 1 b 02/21/18 02/23/18 3 3.11 12,190 3,920 2 Average (3 days) 3,860 1 c 02/21/18 03/20/18 28 1 d 02/21/18 03/20/18 28 1 e 02/21/18 03/20/18 28 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Average compressive strength of 3 day Cylinder complies with the specified strength. **NP = Not Performed Contractor made samples Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0004A Service Date: 02/20/18 Report Date: 02/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0004A Service Date: 02/20/18 Report Date: 03/21/18 Revision 1 - 28-day results Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2018-0034 (Shoring) Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: Mixed onsite Supplier: Batch Time: Plant: Truck No.: Ticket No.: Field Test Data Test Result Slump (in): Grout Temp. (F): Ambient Temp. (F): Laboratory Test Data Specification Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Sample Size: Sample Location: Placement Location: Form Material: Samples Plumb: Temperature Range: Maximum Set Specimen Date Date Age Area Load No. ID Received Tested (days) (sq in) (lbs) l a 02/21/18 02/23/18 3 3.11 11,840 1 b 02/21/18 02/23/18 3 3.11 12,190 Average (3 days) 1 c 02/21/18 03/20/18 28 3.11 23,300 1 d 02/21/18 03/20/18 28 3.11 23,430 1 e 02/21/18 03/20/18 28 3.11 19,680 Average (28 days) Initial Cure: Outside Plastic Lids Final Cure: Moist Room 02/20/18 Sample Time: Cloudy Batch Size: Tie backs 5,6,7,8 &9 Plastic Mold No. Units: Yes Compressive Strength Fracture (psi) Type 3,810 2 3,920 2 3,860 7,490 2 7,530 2 6,330 2 7,120 Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed Contractor made samples Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0004A Service Date: 02/20/18 Report Date: 03/21/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0005 Service Date: 02/21/18 Report Date: 02/28/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2018-0034 (Shoring) Samples: (4) 2x4" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Observed and sampled grout used at new retaining wall tie -backs P1, P2 and P3, as shown in drawings. SAKRETE Portland Cement TYPE 1-11 was mixed with water to a flowable consistency. Four (4) 2x4" specimens were cast for 3-day test needing 1500 f'c and 28-day test needing 3000 f'c. Test specimens were stored in WG Clark heated trailer. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Mohammad Faizi Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0005 Service Date: 02/21 /18 Report Date: 02/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0005A Service Date: 02/21/18 Report Date: 02/26/18 Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2018-0034 (Shoring) Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: Site Mix Supplier: SAKRETE Batch Time: 1300 Plant: Truck No.: NA Ticket No.: NA Field Test Data Test Result Specification Slump (in): Grout Temp. (F): 58 Ambient Temp. (F): 38 Laboratory Test Data Set Specimen Date No. ID Received l a 02/22/ 18 1 b 02/22/ 18 1 c 02/22/ 18 1 d 02/22/18 Initial Cure: Inside Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Sample Size: Sample Location: Placement Location: Form Material: Samples Plumb: Temperature Range: Date Age Area Tested (days) (sq in) 02/24/18 3 3.94 03/21/18 28 03/21/18 28 03/21/18 28 Final Cure: Moist Room 02/21/18 Sample Time: Mohammad Faizi Mostly Clear Batch Size: 2x4 Site New Retaining wall Tiebacks, P1, P2 & P3 Plastic Mold No. Units: 4 Yes Maximum Compressive Load Strength Fracture (lbs) (psi) Type 14,470 2 Comments: Compressive strength of 3 day Cylinder complies with the specified strength. **NP = Not Performed Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Mohammad Faizi Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0005A Service Date: 02/21 /18 Report Date: 02/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0005A Service Date: 02/21/18 Report Date: 03/22/18 Revision 1 - 28-day results Task: Client MAYES TESTING ENGINEERS r Arerra[Orl c...A., 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2018-0034 (Shoring) Material Information Sample Information Specified Strength: 1,500 psi @ 3 days 3,000 psi @ 28 days Mix ID: Site Mix Supplier: SAKRETE Batch Time: 1300 Plant: Truck No.: NA Ticket No.: NA Field Test Data Test Result Specification Slump (in): Grout Temp. (F): 58 Ambient Temp. (F): 38 Laboratory Test Data Set Specimen Date Date Age No. ID Received Tested (days) l a 02/22/18 02/24/18 3 1 b 02/22/18 03/21/18 28 1 c 02/22/18 03/21/18 28 1 d 02/22/18 03/21/18 28 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Sample Size: Sample Location: Placement Location: Form Material: Samples Plumb: Temperature Range: 02/21/18 Sample Time: Mohammad Faizi Mostly Clear Batch Size: 2x4 Site New Retaining wall Tiebacks, P1, P2 & P3 Plastic Mold No. Units: 4 Yes Maximum Compressive Area Load Strength (sq in) (lbs) (psi) 3.11 14,470 4,650 3.14 20,970 6,670 3.11 20,850 6,700 3.11 25,980 8,350 Average (28 days) 7,240 Fracture Type i Initial Cure: Inside Final Cure: Moist Room Comments: Average compressive strength of 28 day Cylinder complies with the specified strength. **NP = Not Performed Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Mohammad Faizi Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo09, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0005A Service Date: 02/21 /18 Report Date: 03/22/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0006 Service Date: 03/19/18 Report Date: 03/22/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Item 1 Inspected continuous and spread footings at grid lines C1'/C1 to C4.5, C1/C1' to CT, CA/Cl to C5, C5/CA to CE, CC to CF/C3 to 5, C1.37CA.8', C1.3'/CA.3', C1.3'/C2.2, C2/CF, CC.5/C2, CB/C2, CB/C3, CB/C4, CA'/C2' and CA.5'/C2'. Reinforcement was inspected for size, grade, lap and spacing per plans and RFI 7. Verified final clearances and cleanliness prior to placement. Item 2 Observed the placement of (140) cubic yards of Miles Sand & Gravel mix 12550F into footings noted above. The concrete was placed via pump and mechanically consolidated, adjusted by QC. Cast (4) 4x8" cylinders for compressive strength testing (3000 psi at 28 days required). Note: Edge of placement was blocked out for next placement. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0006 Service Date: 03/19/18 Report Date: 03/22/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0006A Service Date: 03/19/18 Report Date: 03/27/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: C183 Ticket No.: 204362 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 60 44 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 a 3.99 1 b 4.00 1 c 4.00 1 d 4.00 Initial Cure: Cure Box Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Area Date Date (sq in) Received Tested 12.5 03/20/18 03/26/18 12.57 03/20/18 04/16/18 12.57 03/20/18 04/16/18 12.57 03/20/18 04/16/18 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 03/19/18 Sample Time: Andrew Bontrager Sunny 60 Batch Size (cy): 10 Pump 10 Continuous and spread footings, grids C 1'/C 1 to C4.5, C 1 /C 1' to C3', CA/Cl to C5, C5/CA to CE, CC to CF/C3 to 5, C1.3'/CA.8, C 1.3'/CA.3',C 1.3'/C2.2,C2/CF,CC.5/C 2,CB/C2, CB/C3,CB/C4,CA'/C2,CA.5 /C2'. Sampled 60 of 140 cy Adjusted by QC Age at Maximum Test Load (days) (lbs) 7 77,410 28 28 28 Compressive Strength Fracture (psi) Type 6,190 2 Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0006A Service Date: 03/19/18 Report Date: 03/27/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0007 Service Date: 03/23/18 Report Date: 04/04/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Light rain Performed reinforcing steel inspection for the following items per the approved contract documents details on S100, S200 and S301, and per specifications: • Continuous wall footings in grid lines CE to CC'/C2' to C4', CH to Cl/C6 to C7, CC'+21'/C1' to C2', and CK/C6 to C7. • Spread column footings at grid lines CB/C4 and CB.8'/C1.4'. • Elevator pit slab at grid lines CB' to CC'/C2' to C3'. Observed the placement of (90) cubic yards of Miles Sand and Gravel concrete mix 025506P for the footings noted above. Concrete was placed by pump truck and mechanically vibrated for consolidation. A sample was obtained and (1) set of (4) 4x8" test cylinders was cast for compressive strength testing (3000 psi at 28 days required). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0007 Service Date: 03/23/18 Report Date: 04/04/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0007A Service Date: 03/23/18 Report Date: 04/23/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 03/23/18 Sample Time: 1200 Sampled By: Randal Dohrman Mix ID: 025506P Weather Conditions: Lite rain Supplier: Miles Sand and Gravel Accumulative Yards: 40 Batch Size (cy): 10 Batch Time: 1030 Plant: Placement Method: Pump Truck No.: C185 Ticket No.: 204585 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Wall footings, grids CE to CC'/C2' to Slump (in): 5 C4', CH to Cl/C6 to C7, CC' +21'/C1' Air Content (%): to C2 and CK/C6 to C7. Column Concrete Temp. (F): 59 footings at grids CB/C4 and Ambient Temp. (F): 5 CB.8'/CI.4'. Elevator pit slab at grids Plastic Unit Wt. (pcf): CB' to CC'/C2' to C3'. Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 03/26/18 03/30/18 7 57,310 4,610 2 1 2 3.98 12.44 03/26/18 04/20/18 28 76,120 6,120 2 ARC 1 3 3.98 12.44 03/26/18 04/20/18 28 76,790 6,170 2 ARC 1 4 3.98 12.44 03/26/18 04/20/18 28 78,060 6,270 2 ARC Average (28 days) 6,190 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0007A Service Date: 03/23/18 Report Date: 04/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0008 Service Date: 03/30/18 Report Date: 04/12/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clouds Inspected reinforcing steel installed into Level P1 to 1 walls at grids CA/Cl to C5, C5/CA to CC and C1/CA to CC. The reinforcing steel was inspected for grade, size, number, spacing and placement per contract documents. Final verification of clearances and cleanliness to be made prior to concrete placement. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Carl Reynolds Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0008 Service Date: 03/30/18 Report Date: 04/12/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0009 Service Date: 04/03/18 Report Date: 04/09/18 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No.: M7171996 Permit No.: BLD2016-1538 Samples: N/A Weather: Overcast On site for inspection of Level P1 wall reinforcement bound by grids CB to CC' on line CC, as well as the columns within those boundaries. The walls were reviewed in accordance with detail 17/S-301, and the columns were inspected according to the schedule on page S-301 detail 15 of the structural drawings. Verified bar type, grade, spacing, size, etc. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0009 Service Date: 04/03/18 Report Date: 04/09/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0010 Service Date: 04/05/18 Report Date: 04/10/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Rainy, 40's On site for reinforcing steel inspection of Level P1 (Parking Level) concrete wall. The wall reinforcement has been inspected for size, grade, spacing and clearance per the structural drawing S200, details 17/S301 and 1/S303 and found in conformance with the specifications and approved structural drawings, except that (2") clearance on the outer surface of the concrete wall is not maintained per detail drawing 17/S301. The following are the locations of concrete wall inspected today: 1. On line Cc'.5 from grid line Cl'to C3'. 2. On northwest side of ramp wall from line C3' to C3'.5. 3. On line C1' from line Cc' to Cc'.5. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0010 Service Date: 04/05/18 Report Date: 04/10/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0012 Service Date: 04/09/18 Report Date: 04/23/18 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No.: M7171996 Permit No.: BLD-2016-1538 Weather: Clear Samples: (4) 4x8" cylinders Inspected walls from Level P1 to Level 1 at grid line CC'.5/C1' to C3', northwest wall of the ramp from grids C3' to C35, and grid C'/CC' to CC.5' with adjusted 2" clearance to outside face of wall. This clears Mayes Testing Engineers (MTE) preliminary report M7171996.0010 for service date 04/05/18 by Asteway Kidane. Monitored, sampled, and tested from (120) cubic yards of Miles mix 155000PT placed in above mentioned walls; and walls from Level P1 to Level 1 at grid lines C5/CA to CD, CA/Cl to C5, C1/CA to CE.7, and C1'/CE.7 to CB'. Concrete placed by pump and mechanically consolidated. Cast (4) 4x8" test cylinders for compressive strength testing (4000 psi at 28 days). Inspected reinforcing steel for 8" and 10" concrete walls at grid lines C3.37CE to CB' and CE to CD/C3 to C4 per General Structural Notes, and email confirming submittal #18 allowing #4 horizontals in 8" walls instead of #5 horizontals. Inspected wall reinforcing for size, grade, and spacing. CORRECTIVE ACTIONS TAKEN The 2" clearance was adjusted and all reinforcing items listed in MTE preliminary report M7171996.0010 were completed, clearing that report. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Harold Edmonds Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0012 Service Date: 04/09/18 Report Date: 04/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0012A Service Date: 04/09/18 Report Date: 05/08/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/09/18 Sample Time: 0755 Sampled By: Harold Edmonds Mix ID: 155000PT Weather Conditions: Clear Supplier: Miles Sand and Gravel Accumulative Yards: 120 Batch Size (cy): 10 Batch Time: 0631 Plant: Placement Method: Truck No.: C183 Ticket No.: 205072 Water Added Before (gal): 20 Field Test Data Water Added After (gal): Sample Location: First lift of wall at CA/C4 Test Result Specification Placement Location: Walls from Level P1 to 1, grids Slump (in): 6 C5/CA to CD, CA/CI to C5, C1/CA Air Content (%): 4.8 to CE.7, C1'/CE.7 to CB', CC.5'/C1' to Concrete Temp. (F): 64 C3', ramp/C3' to C3.5', and C'/CC' to Ambient Temp. (F): 55 CC.5'. Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 04/10/18 04/16/18 7 70,700 5,680 2 ARC 1 2 3.98 12.44 04/10/18 05/07/18 28 108,070 8,690 3 HRB 1 3 4.00 12.57 04/10/18 05/07/18 28 100,220 7,980 2 HRB 1 4 3.98 12.44 04/10/18 05/07/18 28 104,650 8,410 2 HRB Average (28 days) 8,360 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Harold Edmonds Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0012A Service Date: 04/09/18 Report Date: 05/08/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0013 Service Date: 04/11/18 Report Date: 04/16/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD-2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No.: M7171996 Weather: Occasional showers The contractor epoxy grouted vertical wall dowels to previously cast footings per RFI 15 at storage room wall, grids C3.5'/CB.4' to CB7, C3.77CB.7' and C3.7/CD. Holes were of required 8" depth and cleaned with brush and compressed air. Simpson SET-XP epoxy (lot 2170808D, expiration 05/08/19) was mixed and applied with a static mixing brush per Simpson's directions. Reinforcing steel was inspected prior to form closure in one-sided forms for walls at grids C3' to C4'/CB' to CC' and stairwell walls and for columns on this level. The reinforcing was found to be in conformance with approved plans and specifications. A final inspection for clearances and cleanliness should be made prior to concrete placement. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Edgerton Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0013 Service Date: 04/11 /18 Report Date: 04/16/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0014 Service Date: 04/13/18 Report Date: 05/02/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Light rain Prior to concrete placement at the ventilation slab -on -grade at grid lines CD and west of C1, #5 reinforcing steel slab dowels were epoxy grouted into the previously -placed perimeter wall per RFI 003. The #5 dowels for the slab -on -grade were installed at 12" on center each way with an 8" embedment depth using project -approved Simpson SET-XP epoxy. Performed final reinforcing steel inspection and observed the placement of (110) cubic yards of Miles Sand and Gravel mix 155000PT for the walls from foundation to the Level 1 deck at grid lines CA' to CC'/C2' to C4% C1'/CC' to CC' plus 22'; and for the walls in Stair 1 and Stair 2. Concrete was placed by concrete pump and mechanically vibrated for consolidation. Cast a set of (4) 4x8" test cylinders for compressive strength testing (4000 psi at 28 days required). Observed the placement of (28) cubic yards of Miles Sand and Gravel concrete mix 12550F for the columns from foundation to the Level 1 deck at grid lines CB/C2, CB/C3, CB/C4 and CC.5/C2; for the ventilation slab -on -grade at grid line CD west of C1 and for topping of the walls noted above. Concrete was placed by concrete pump and mechanically vibrated for consolidation. Cast a set of (4) 4x8" test cylinders for compressive strength testing (5000 psi at 28 days required). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0014 Service Date: 04/13/18 Report Date: 05/02/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0014A Service Date: 04/13/18 Report Date: 04/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on C011 r 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Sand and Gravel Batch Time: 0630 Plant: 125 Truck No.: C114 Ticket No.: 205271 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 4 -7 No. ID (in) 1 1 3.98 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box 56 55 - 95 43 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 04/16/18 04/20/18 7 54,070 12.57 04/16/18 05/11/18 28 12.57 04/16/18 05/11/18 28 12.57 04/16/18 05/11/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 04/13/18 Sample Time: 0730 Randal Dohrman Light rain 20 Batch Size (cy): 10 Chute Level P1 to L1 walls, grid lines CT to C4'/CA' to CC' Compressive Strength Fracture Tested (psi) Type By 4,350 2 ARC Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0014A Service Date: 04/13/18 Report Date: 04/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.001413 Service Date: 04/13/18 Report Date: 04/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand & Gravel Batch Time: 1300 Plant: 125 Truck No.: C184 Ticket No.: 205417 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 43/4 4 -7 No. ID (in) 1 1 3.99 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box 57 55 - 95 50 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 04/16/18 04/20/18 7 58,430 12.57 04/16/18 05/11/18 28 12.57 04/16/18 05/11/18 28 12.57 04/16/18 05/11/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 04/13/18 Sample Time: 1400 Randal Dohrman Lite rain 8 Batch Size (cy): 9 Pump Chute Columns, foundation to Level 1, at grid lines CB/C2, CB/ C3 Compressive Strength Fracture Tested (psi) Type By 4,670 2 ARC Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0014B Service Date: 04/13/18 Report Date: 04/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0015 Service Date: 04/18/18 Report Date: 04/23/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD-2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear On site to verify and inspect reinforcing steel and observe concrete placement — (10) yards of Miles Sand & Gravel mix 1255OF placed via pump into mechanical vent shaft at lines C1/CD and (8) columns from CD south to CC', P1 to L1 Level. The concrete was mechanically vibrated for consolidation. Reinforcing steel at shaft was per RFI #3, with #4 horizontal dowels at 12" on center. Cast (4) 4x8" cylinders for compressive strength testing. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Edward Bauman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0015 Service Date: 04/18/18 Report Date: 04/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0015A Service Date: 04/18/18 Report Date: 04/26/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on C011 r 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand and Gravel Batch Time: 1339 Plant: 125 Truck No.: C055 Ticket No.: 205601 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 6 5 -7 No. ID (in) 1 1 3.99 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box 60 50 - 90 53 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 04/19/18 04/25/18 7 64,380 12.57 04/19/18 05/16/18 28 12.57 04/19/18 05/16/18 28 12.57 04/19/18 05/16/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Edward Bauman Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 04/18/18 Sample Time: 1440 Edward Bauman Clear 10 of 10 Batch Size (cy): 10 Pump 10 Column at line CC' Mechanical shaft at grids Cl/CD and (8) columns from lines CD south to line CC'. Compressive Strength Fracture Tested (psi) Type By 5,150 2 ARC Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0015A Service Date: 04/18/18 Report Date: 04/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0015A Service Date: 04/18/18 Report Date: 05/17/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on C011 r 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand and Gravel Batch Time: 1339 Plant: 125 Truck No.: C055 Ticket No.: 205601 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 5 -7 60 50 - 90 53 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 04/18/18 Sample Time: 1440 Edward Bauman Clear 10 of 10 Batch Size (cy): 10 Pump 10 Column at line CC' Mechanical shaft at grids Cl/CD and (8) columns from lines CD south to line CC'. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.99 12.5 04/19/18 04/25/18 7 64,380 5,150 2 ARC 1 2 3.98 12.44 04/19/18 05/16/18 28 84,410 6,780 3 ZSR 1 3 3.99 12.5 04/19/18 05/16/18 28 87,260 6,980 2 ZSR 1 4 3.98 12.44 04/19/18 05/16/18 28 83,890 6,740 2 ZSR Average (28 days) 6,840 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Edward Bauman Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0015A Service Date: 04/18/18 Report Date: 05/17/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0016 Service Date: 04/23/18 Report Date: 04/30/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (12) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Reinforcement and Concrete Inspection Verified the reinforcement for size, grade, quantity, spacing, lap splice and clearance for the slab -on -grade, Level P1 (except the ramp slab -on -grade). Reinforcement was inspected according to approved plans details found on pages S100, S200, and details14/S300, 11/S300, and submittal #14 S.O.G. Note: Per Note #5 on page S200, no typical slab reinforcement was required, since contractor is using fiber mesh concrete for this slab. Monitored the placement of approximately (195.5) cubic yards of Miles Sand and Gravel concrete with fiber mesh, mix 026006P, placed for the above noted slab -on -grade (approximately 12,500 square feet). Concrete was placed by concrete pump and manually consolidated. Tested mix and cast (12) 4x8" test cylinders for compressive strength testing with a required 3000 psi at (28) days. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0016 Service Date: 04/23/18 Report Date: 04/30/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/02/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0509 Plant: 125 Truck No.: C185 Ticket No.: 205732 Field Test Data Test Result Specification Slump (in): 6 1/2 Air Content (%): Concrete Temp. (F): 57 Ambient Temp. (F): 41 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 04/23/18 Sampled By: Ilir Dardania Weather Conditions: Clear Accumulative Yards: 30 Placement Method: Pump Water Added Before (gal): 25 Water Added After (gal): Sample Location: Sample Time: 0630 Batch Size (cy): 10 Placement Location: Slab on grade (S.O.G) Level P1 (except the ramp slab -on -grade). Approximately 12,500 square feet. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 3.99 12.5 04/24/18 04/30/18 7 50,420 4,030 2 ARC 1 B 4.00 12.57 04/24/18 05/21/18 28 1 C 4.00 12.57 04/24/18 05/21/18 28 1 D 4.00 12.57 04/24/18 05/21/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/02/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0625 Plant: 125 Truck No.: C139 Ticket No.: 205745 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 58 Ambient Temp. (F): 44 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 04/23/18 Sampled By: Ilir Dardania Weather Conditions: Clear Accumulative Yards: 100 Placement Method: Pump Water Added Before (gal): 20 Water Added After (gal): Sample Location: Sample Time: 0745 Batch Size (cy): 10 Placement Location: Slab on grade (S.O.G) Level P1 (except the ramp slab -on -grade). Approximately 12,500 square feet. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 A 3.99 12.5 04/24/18 04/30/18 7 60,220 4,820 2 ARC 2 B 4.00 12.57 04/24/18 05/21/18 28 2 C 4.00 12.57 04/24/18 05/21/18 28 2 D 4.00 12.57 04/24/18 05/21/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/02/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 04/23/18 Sample Time: 1030 Sampled By: Ilir Dardania Mix ID: 026006P Weather Conditions: Clear Supplier: Miles Sand & Gravel Accumulative Yards: 179.5 Batch Size (cy): 10 Batch Time: 0916 Plant: 125 Placement Method: Pump Truck No.: C141 Ticket No.: 205782 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab on grade (S.O.G) Level P1 Slump (in): 6 (except the ramp slab -on -grade). Air Content (%): Approximately 12,500 square feet. Concrete Temp. (F): 61 Ambient Temp. (F): 52 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 A 3.98 12.44 04/24/18 04/30/18 7 54,660 4,390 2 ARC 3 B 4.00 12.57 04/24/18 05/21/18 28 3 C 4.00 12.57 04/24/18 05/21/18 28 3 D 4.00 12.57 04/24/18 05/21/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/02/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/22/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0509 Plant: 125 Truck No.: C185 Ticket No.: 205732 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 1/2 57 41 Sample Information Sample Date: 04/23/18 Sample Time: 0630 Sampled By: Ilir Dardania Weather Conditions: Clear Accumulative Yards: 30 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 25 Water Added After (gal): Sample Location: Placement Location: Slab on grade (S.O.G) Level P1 (except the ramp slab -on -grade). Approximately 12,500 square feet. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 3.99 12.5 04/24/18 04/30/18 7 50,420 4,030 2 ARC 1 B 3.99 12.5 04/24/18 05/21/18 28 62,020 4,960 2 ARC 1 C 3.99 12.5 04/24/18 05/21/18 28 60,040 4,800 2 ARC 1 D 3.99 12.5 04/24/18 05/21/18 28 61,790 4,940 2 ARC Average (28 days) 4,900 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/22/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0625 Plant: 125 Truck No.: C139 Ticket No.: 205745 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 58 Ambient Temp. (F): 44 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 04/23/18 Sampled By: Ilir Dardania Weather Conditions: Clear Accumulative Yards: 100 Placement Method: Pump Water Added Before (gal): 20 Water Added After (gal): Sample Location: Sample Time: 0745 Batch Size (cy): 10 Placement Location: Slab on grade (S.O.G) Level P1 (except the ramp slab -on -grade). Approximately 12,500 square feet. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 A 3.99 12.5 04/24/18 04/30/18 7 60,220 4,820 2 ARC 2 B 3.99 12.5 04/24/18 05/21/18 28 72,260 5,780 2 ARC 2 C 4.00 12.57 04/24/18 05/21/18 28 67,100 5,340 2 ARC 2 D 3.99 12.5 04/24/18 05/21/18 28 70,140 5,610 2 HRB Average (28 days) 5,580 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/22/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0916 Plant: 125 Truck No.: C141 Ticket No.: 205782 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 6 61 52 Set Specimen Avg Diam. Area Date Sample Information Sample Date: 04/23/18 Sample Time: 1030 Sampled By: Ilir Dardania Weather Conditions: Clear Accumulative Yards: 179.5 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 15 Water Added After (gal): Sample Location: Placement Location: Slab on grade (S.O.G) Level P1 (except the ramp slab -on -grade). Approximately 12,500 square feet. Age at Maximum Compressive Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 A 3.98 12.44 04/24/18 04/30/18 7 54,660 4,390 2 ARC 3 B 3.98 12.44 04/24/18 05/21/18 28 70,200 5,640 2 HRB 3 C 3.97 12.38 04/24/18 05/21/18 28 69,670 5,630 2 HRB 3 D 3.98 12.44 04/24/18 05/21/18 28 71,080 5,710 2 HRB Average (28 days) 5,660 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Approximately 195.5 cubic yards of concrete were placed via concrete pump. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0016A Service Date: 04/23/18 Report Date: 05/22/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0017 Service Date: 04/27/18 Report Date: 05/04/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast On site to inspect reinforcing steel for spread footing. The contractor was not ready for inspection. No reinforcing steel had been installed prior to this Inspector's arrival. Notified that the concrete was postponed until after 8:00 a.m. Reinforcing steel was completed at 8:30 a.m. Inspected reinforcing steel for size, grade, spacing, clearance and placement. Both the spread footing and column were inspected at grid lines CL/C5.8. Observed placement of (14) cubic yards of Miles Sand and Gravel mix 12550F. This inspector was informed that there were two mixes being used to place the footing and column but only one mix was used for both elements. The concrete was placed by chute and mechanically vibrated for consolidation. Cast (2) sets of (4) 4x8" test cylinders for compressive strength testing (5000 psi at 28 days required). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Jacob Keas Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0017 Service Date: 04/27/18 Report Date: 05/04/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0018 Service Date: 05/04/18 Report Date: 05/09/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy Inspected reinforcing steel for the footings at grid lines CL/C6.6, CL/C7.6, CL/C8.9, CL/C10.1, CL/C11, CL.8/C11, CJ/C10, CK/C10; and the 10" wall footings along grid lines C11/CJ to CK, K/C5.2 to C5.6 and K/C8.6 to C10.5. Reinforcing was inspected for size, grade spacing and clearances per plan view and typical details. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0018 Service Date: 05/04/18 Report Date: 05/09/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0019 Service Date: 05/07/18 Report Date: 05/16/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No.: Weather: M7171996 Overcast On site for inspection of concrete for spread footings at grids CL/6.6, C7.6. C8.9, C10.1, C11, CL.8/C11, CJ/C10 and CK/10. Inspected for continuous wall footings at grids C11/CJ to CK, C5.2 to C5.6 and C8.6 to C18.5. Reviewed the reinforcing steel for pads at grids CH/C9.3, C10.1 and C10.5; reinforcement was placed in accordance with details 3 and 15 on page S301 of the structural drawings. Verified bar size, spacing, splices and clearances. Observed placement of Miles Sand & Gravel mix 025506P. The concrete was pumped into place and consolidated through mechanical vibration. Sampled and tested concrete for slump and temperature. Cast (4) 4x8" cylinders for compressive strength testing (3000 psi at 28 days required). Ensured debris removal from forms prior to concrete placement. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0019 Service Date: 05/07/18 Report Date: 05/16/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0019A Service Date: 05/07/18 Report Date: 05/15/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025506P Supplier: Miles Batch Time: 0814 Plant: Everett Truck No.: C062 Ticket No.: 206445 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 Max 5 No. ID (in) 1 A 3.99 1 B 4.00 1 C 4.00 1 D 4.00 Initial Cure: Cure Box 67 55 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 05/08/18 05/14/18 7 58,710 12.57 05/08/18 06/04/18 28 12.57 05/08/18 06/04/18 28 12.57 05/08/18 06/04/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 05/07/18 Sample Time: 0920 Joel Morder Overcast 10 Batch Size (cy): 10 Pump 10 0 Continuous footing, Level 1, CI I/CJ Continuous footing, Level l,gridline C11/CJ to CK, C5.2 to C5.6, C8.6 to C18.5. Spread footings at Level 1, grids CL/C7.6. CL/C8.9, CL/C10.1, CL/C 11, CL.8/C 11, CJ/C 10, CK/C 10. Level 1 pads at grids CH/C9.3, C 10. 1, C 10. 5, and C9/CK. Compressive Strength Fracture Tested (psi) Type By 4,700 2 KWB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0019A Service Date: 05/07/18 Report Date: 05/15/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0019A Service Date: 05/07/18 Report Date: 06/05/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 05/07/18 Sample Time: 0920 Sampled By: Joel Morder Mix ID: 025506P Weather Conditions: Overcast Supplier: Miles Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 0814 Plant: Everett Placement Method: Pump Truck No.: C062 Ticket No.: 206445 Water Added Before (gal): 10 Water Added After (gal): 0 Field Test Data Sample Location: Continuous footing, Level 1, CI I/CJ Test Result Specification Placement Location: Continuous footing, Level l,gridline Slump (in): 5 Max 5 C11/CJ to CK, C5.2 to C5.6, C8.6 Air Content (%): to C18.5. Spread footings at Level 1, Concrete Temp. (F): 67 grids CL/C7.6. CL/C8.9, CL/C10.1, Ambient Temp. (F): 55 CL/C11, CL.8/C11, CJ/C10, CK/C10. Plastic Unit Wt. (pcf): Level 1 pads at grids CH/C9.3, Yield (Cu. Yds.): C10.1, C10.5, and C9/CK. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 3.99 12.5 05/08/18 05/14/18 7 58,710 4,700 2 KWB 1 B 4.00 12.57 05/08/18 06/04/18 28 71,900 5,720 2 KWB 1 C 4.00 12.57 05/08/18 06/04/18 28 73,320 5,830 2 KWB 1 D 4.00 12.57 05/08/18 06/04/18 28 72,020 5,730 5 KWB Average (28 days) 5,760 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0019A Service Date: 05/07/18 Report Date: 06/05/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0020 Service Date: 05/08/18 Report Date: 05/11/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD 2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Attended a post -tensioned concrete pre -construction meeting at the jobsite with representatives from City of Edmonds Development Services, WG Clark, Quantum Consulting Engineers, Carmona Construction and PTC. Mayes Testing Engineers (MTE) understands: • There will be (3) PT placements on (2) levels. • Yardage for these placements will be about (362) to (386) cubic yards. • Approved mix design is Miles Sand & Gravel mix 156000. • Field -cured cylinders must attain a strength of 3500 psi prior to stressing operations. • Carmona Construction will be responsible for ordering/rejecting concrete. • Carmona plans on having (2) stressing crews. • The Level 2 deck has PT beams which will require special attention. • MTE will cast cylinders which will be left on deck (field -cured) to determine the in -situ strength of the deck prior to stressing. The first deck is currently scheduled for placement on Monday, 05/14/18. Inspection of the deck by MTE is scheduled for Thursday, 05/10/18, with a final inspection and walk-through with the engineer on Friday, 05/11/18. Services: As requested MTE was on site for preconstruction meeting. Mayes Testing Engineers Rep.: Charles Edgerton Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0020 Service Date: 05/08/18 Report Date: 05/11/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0021 Service Date: 05/10/18 Report Date: 05/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy On site for inspection of Level 1 post -tension slab (all tendons). At this time, all tendons are placed and profiled. Electrical contractor still routing and chairing flexible conduit lines. Plumber still needs to place steel sleeves at penetrations at anchorage zones. Area around Stair 2, per S1 calls for #5 dowels at 12" on center, each way, top and bottom. Corner reinforcing steel needs top mat installed per detail 3 on S302. Contractor installed missing vertical dowels at various locations per RFI 22. Epoxy used was Simpson XP (expiration 11/19/19). Holes were drilled to a depth of 12" and properly cleaned out. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0021 Service Date: 05/10/18 Report Date: 05/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0022 Service Date: 05/11/18 Report Date: 05/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Partly cloudy This is a follow-up report from 05/10/18. Completed the Level 1 post -tension slab inspection. Items listed from prior day's report have been completed. This includes the items listed from Quantum's engineer walk-through on 05/10/18. Item still to be completed prior to concrete placement is the cleaning of debris from the deck. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0022 Service Date: 05/11 /18 Report Date: 05/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0023 Service Date: 05/14/18 Report Date: 05/21/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (18) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear On site for final inspection of Level 1 post -tension slab. Deck debris was removed prior to concrete placement. Total of (350) cubic yards of Miles Sand & Gravel mix 156000 placed via boom pump and mechanically consolidated. Three sets of cylinders were cast: Set 1- (4) lab -cures; Set 2- (4) lab -cures and (3) field -cures; Set 3- (4) lab -cures and (3) field -cures. Inspected 10" wall reinforcement, Level 1 to 2, along grid lines C11/CJ to CK, CM/C8.7 to C10.5 and CM/C5.2 to C5.7. Inside vertical dowels along grid CM from C10.4 to C10.5 are outside the wall. Contractor drilled new holes to a depth of 10" and installed dowels using Simpson XP epoxy (expiration 11/19/19) to achieve minimal clearances. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Additional Inspector on site: Earl Uy Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev. 10 Page 1 of 1 Distribution Page Report Number: M7171996.0023 Service Date: 05/14/18 Report Date: 05/21/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/21/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0700 Plant: Everett Truck No.: C139 Ticket No.: 206769 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 68 63 Sample Date: 05/14/18 Sample Time: 0830 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 100 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 15 Water Added After (gal): Sample Location: Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 4.00 12.57 05/15/18 05/21/18 7 1 b 4.00 12.57 05/15/18 06/11/18 28 1 c 4.00 12.57 05/15/18 06/11/18 28 1 d 4.00 12.57 05/15/18 06/11/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/21/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0900 Plant: Everett Truck No.: C082 Ticket No.: 206786 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 70 Ambient Temp. (F): 73 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 240 Placement Method: pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Sample Time: 1030 Batch Size (cy): 10 Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 e 4.00 12.57 05/15/18 05/18/18 4 F 61,020 4,860 2 ARC 2 a 4.00 12.57 05/15/18 05/21/18 7 2 b 4.00 12.57 05/15/18 06/11/18 28 2 c 4.00 12.57 05/15/18 06/11/18 28 2 d 4.00 12.57 05/15/18 06/11/18 28 2 f 05/15/18 Hold 2 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/21/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 1030 Plant: Everett Truck No.: C185 Ticket No.: 206796 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 73 Ambient Temp. (F): 75 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sample Time: 1200 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 320 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 14 Water Added After (gal): Sample Location: Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 e 3.99 12.5 05/15/18 05/18/18 4 F 54,400 4,350 2 ARC 3 a 4.00 12.57 05/15/18 05/21/18 7 3 b 4.00 12.57 05/15/18 06/11/18 28 3 c 4.00 12.57 05/15/18 06/11/18 28 3 d 4.00 12.57 05/15/18 06/11/18 28 3 f 05/15/18 Hold 3 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0023B Service Date: 05/14/18 Report Date: 05/21/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/22/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0700 Plant: Everett Truck No.: C139 Ticket No.: 206769 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 68 Ambient Temp. (F): 63 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sample Time: 0830 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 100 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 15 Water Added After (gal): Sample Location: Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.97 12.38 05/15/18 05/21/18 7 72,120 5,830 3 HRB 1 b 4.00 12.57 05/15/18 06/11/18 28 1 c 4.00 12.57 05/15/18 06/11/18 28 1 d 4.00 12.57 05/15/18 06/11/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/22/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0900 Plant: Everett Truck No.: C082 Ticket No.: 206786 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 70 Ambient Temp. (F): 73 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 240 Placement Method: pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Sample Time: 1030 Batch Size (cy): 10 Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 e 4.00 12.57 05/15/18 05/18/18 4 F 61,020 4,860 2 ARC 2 a 3.98 12.44 05/15/18 05/21/18 7 81,870 6,580 2 HRB 2 b 4.00 12.57 05/15/18 06/11/18 28 2 c 4.00 12.57 05/15/18 06/11/18 28 2 d 4.00 12.57 05/15/18 06/11/18 28 2 f 05/15/18 Hold 2 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 05/22/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 1030 Plant: Everett Truck No.: C185 Ticket No.: 206796 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 73 Ambient Temp. (F): 75 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sample Time: 1200 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 320 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 14 Water Added After (gal): Sample Location: Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 e 3.99 12.5 05/15/18 05/18/18 4 F 54,400 4,350 2 ARC 3 a 3.98 12.44 05/15/18 05/21/18 7 75,450 6,060 2 HRB 3 b 4.00 12.57 05/15/18 06/11/18 28 3 c 4.00 12.57 05/15/18 06/11/18 28 3 d 4.00 12.57 05/15/18 06/11/18 28 3 f 05/15/18 Hold 3 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0023B Service Date: 05/14/18 Report Date: 05/22/18 Revision 1 - 7-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 06/12/18 Revision 2 - new break results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0700 Plant: Everett Truck No.: C139 Ticket No.: 206769 Field Test Data Test Result Specification Slump (in): 6 Air Content (%): Concrete Temp. (F): 68 Ambient Temp. (F): 63 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 05/14/18 Sample Time: 0830 Sampled By: Earl Uy Weather Conditions: Sunny Accumulative Yards: 100 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 15 Water Added After (gal): Sample Location: Placement Location: Level 1 Post -tension deck Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.97 12.38 05/15/18 05/21/18 7 72,120 5,830 3 HRB 1 b 3.98 12.44 05/15/18 06/11/18 28 85,290 6,860 2 HRB 1 c 3.98 12.44 05/15/18 06/11/18 28 93,040 7,480 2 HRB 1 d 3.98 12.44 05/15/18 06/11/18 28 90,260 7,260 2 HRB Average (28 days) 7,200 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 06/12/18 Revision 2 - new break results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 05/14/18 Sample Time: 1030 5,000 psi @ 28 days Sampled By: Earl Uy Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 240 Batch Size (cy): 10 Batch Time: 0900 Plant: Everett Placement Method: pump Truck No.: C082 Ticket No.: 206786 Water Added Before (gal): 0 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 1 Post -tension deck Slump (in): 6 Air Content (%): Concrete Temp. (F): 70 Ambient Temp. (F): 73 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 f 4.00 12.57 05/15/18 05/17/18 3 F 59,540 4,740 2 JHK 2 e 4.00 12.57 05/15/18 05/18/18 4 F 61,020 4,860 2 ARC 2 a 3.98 12.44 05/15/18 05/21/18 7 81,870 6,580 2 HRB 2 b 3.98 12.44 05/15/18 06/11/18 28 98,690 7,930 2 HRB 2 c 3.98 12.44 05/15/18 06/11/18 28 95,760 7,700 2 HRB 2 d 3.99 12.5 05/15/18 06/11/18 28 96,190 7,690 3 HRB Average (28 days) 7,770 2 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002313 Service Date: 05/14/18 Report Date: 06/12/18 Revision 2 - new break results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 1030 Plant: Everett Truck No.: C185 Ticket No.: 206796 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 3 f 3.98 Result Specification 6 3 e 3.99 3 a 3.98 3 b 3.99 3 c 3.98 3 d 4.00 73 75 Area (sq in) 12.44 12.5 12.44 12.5 12.44 12.57 Date Received 05/15/18 05/15/18 05/15/18 05/15/18 05/15/18 05/15/18 Date Tested 05/17/18 05/18/18 05/21/18 06/11/18 06/11/18 06/11/18 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 3 F 54,460 4 F 54,400 7 75,450 28 96,890 28 105,420 28 95,510 Average (28 days) 05/14/18 Sample Time: 1200 Earl Uy Sunny 320 Batch Size (cy): 10 PUMP 14 Level 1 Post -tension deck Compressive Strength Fracture Tested (psi) Type By 4,380 2 JHK 4,350 2 ARC 6,060 2 HRB 7,750 2 HRB 8,470 2 HRB 7,600 3 HRB 7,940 3 g 05/15/18 Hold Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0023B Service Date: 05/14/18 Report Date: 06/12/18 Revision 2 - new break results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0024 Service Date: 05/16/18 Report Date: 05/22/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny, 60's Perimeter Wall Placements The perimeter wall sections between grid lines CJ and CK on C11, C5.2 and C5.6 on NE perimeter wall, C8.6 and C10.5 on NE perimeter wall were placed today. Reinforcing steel was inspected prior to closing forms, and after closing forms, clearance to the face of concrete. The reinforcing was found to be in compliance with the approved plans. The walls were placed using Miles Sand & Gravel mix 155000PT via pump with mechanical consolidation. Compliance testing samples of the mix were taken. Wall Footing Placements The wall footing sections between grid lines CH to CJ.2 and C8 to C9, and column footing on grids CJ/C9 were placed today. Reinforcing steel was inspected prior to concrete placing and found to be in compliance with the approved plans. The footing was placed using Miles Sand & Gravel mixes 155000PT and 12550F via pump with mechanical consolidation. Compliance testing samples of the mixes were taken. Column Inspection Completed inspection of the ground level to first level columns located at grid lines CJ/C10, CK/C10, CL/C10, CK/C9 and CL/C9. The reinforcing has been inspected for size, grade, spacing, clearance and placement, and appears to have been installed per the approved plans and details. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0024 Service Date: 05/16/18 Report Date: 05/22/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0024A Service Date: 05/16/18 Report Date: 05/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Sand and Gravel Batch Time: 1232 Plant: Truck No.: C187 Ticket No.: 206930 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 1 3 1 4 Initial Cure: Cure Box Result Specification 7 73 68 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 05/17/18 05/23/18 7 50,560 05/17/18 06/13/18 28 05/17/18 06/13/18 28 05/17/18 06/13/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 05/16/18 Sample Time: 1340 Asteway Kidane Sunny 60's 20 Batch Size (cy): 10 19 Walls between grids CJ & CK on C 11 line, C5.2 & C5.6 and C8.6 & C10.5 on NE wall and wall footing between grids CH to CJ.2 & C8 to C9. Compressive Strength Fracture Tested (psi) Type By 4,040 2 ARC Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0024A Service Date: 05/16/18 Report Date: 05/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0024A Service Date: 05/16/18 Report Date: 06/14/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/16/18 Sample Time: 1340 Sampled By: Asteway Kidane Mix ID: 155000PT Weather Conditions: Sunny 60's Supplier: Miles Sand and Gravel Accumulative Yards: 20 Batch Size (cy): 10 Batch Time: 1232 Plant: Placement Method: Truck No.: C187 Ticket No.: 206930 Water Added Before (gal): 19 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Walls between grids CJ & CK on C 11 Slump (in): 7 line, C5.2 & C5.6 and C8.6 & C10.5 Air Content (%): on NE wall and wall footing between Concrete Temp. (F): 73 grids CH to CJ.2 & C8 to C9. Ambient Temp. (F): 68 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.99 12.5 05/17/18 05/23/18 7 50,560 4,040 2 ARC 1 2 3.99 12.5 05/17/18 06/13/18 28 76,460 6,120 2 HRB 1 3 3.99 12.5 05/17/18 06/13/18 28 79,450 6,350 2 HRB 1 4 4.00 12.57 05/17/18 06/13/18 28 79,540 6,330 2 HRB Average (28 days) 6,270 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0024A Service Date: 05/16/18 Report Date: 06/14/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002413 Service Date: 05/16/18 Report Date: 05/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand and Gravel Batch Time: 1509 Plant: Truck No.: C057 Ticket No.: 206951 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.98 1 2 1 3 1 4 Initial Cure: Cure Box Result Specification 6 74 68 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 05/17/18 05/23/18 7 56,050 05/17/18 06/13/18 28 05/17/18 06/13/18 28 05/17/18 06/13/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: 05/16/18 Sample Time: 1610 Asteway Kidane Sunny 60's 10 Batch Size (cy): 10 Pump Wall footing between grids CH to CJ.2 & C8 to C9 and column footing on grids CJ/C9. Compressive Strength Fracture Tested (psi) Type By 4,510 2 ARC Reviewed By: ZZ, _ Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0024B Service Date: 05/16/18 Report Date: 05/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.002413 Service Date: 05/16/18 Report Date: 06/14/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 05/16/18 Sample Time: 1610 Sampled By: Asteway Kidane Mix ID: 12550F Weather Conditions: Sunny 60's Supplier: Miles Sand and Gravel Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 1509 Plant: Placement Method: Pump Truck No.: C057 Ticket No.: 206951 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Wall footing between grids CH to Slump (in): 6 CJ.2 & C8 to C9 and column footing Air Content (%): on grids CJ/C9. Concrete Temp. (F): 74 Ambient Temp. (F): 68 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 05/17/18 05/23/18 7 56,050 4,510 2 ARC 1 2 3.99 12.5 05/17/18 06/13/18 28 76,550 6,120 2 HRB 1 3 4.00 12.57 05/17/18 06/13/18 28 80,530 6,410 2 HRB 1 4 3.98 12.44 05/17/18 06/13/18 28 78,480 6,310 2 HRB Average (28 days) 6,280 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: Reviewed By: ZZ, _ Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0024B Service Date: 05/16/18 Report Date: 06/14/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0025 Service Date: 05/18/18 Report Date: 05/24/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Partly cloudy Item 1: Received compressive strength test results from the 4x8" field cured test cylinders that were cast from the Level 1 post -tension (PT) slab from Mayes Testing Engineer Lynnwood laboratory as follows: 4740 psi for Set 1 and 4380 psi for Set 2. Verified the stressing rams have current calibration reports. A completed stressing record has been forwarded to the Engineer and contractor for approval. See attached stressing record. Item 2: Inspected the reinforcement at Elevator 1 and 2 from Level 1 to 2. At this time the southwest corner has not been completed. Reinforcing was inspected for size, grade and spacing. Inspected column reinforcement at grid lines C11/CI, C11/CL, C11/CL.8, C7.8/CL, C6.8/CL and C9.2/CJ, Level 1 to 2. Reinforcing inspected for size, grade and tie spacing. PRELIMINARY INSPECTION Item 1 needs to be reviewed by the Engineer. Complete elevator reinforcement at the southwest corner noted in Item 2. Additional Inspector on site: Mike Thompson Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.10 Page 1 of 1 Post -Tensioning Stressing Record 1/11 Project # : M7171996 Contractor: WG Clark Name: Village at Westgate Cast Date: 5/14/2018 Stress Date(s): 5/18/2018 Pour ID : Level 1 Inspectors: David Schmutzler/ Mike Thompson Equipment Set #1 Equipment Set #2 Equipment Set #3 Ram #: PT029 Ram # : PT028 Ram # : PT027 Gauge #: PT029 Gauge #: PT028 Gauge #: PT027 Calib. Date: 4/6/2018 Calib Date: 4/6/2018 Calib. Date: 4/6/2018 Gauge (psi): 5300 Gauge(psi): 5250 Gauge (psi): 5250 Minimum Tol.: 1/4 Specified Strength (psi): 3500 Minimum 4ge (d): 4 Strengths (psi): 4740/ 4380 ID # Tendon Color Length ft Calc Elon Actual Elon -Tol. 7% +Tol. 7% ERR. FLAG First End Gross Mark I Net Second End Gross Mark I Net Location :Remarks 1 YELLOW 54 4 1/8 3 3/4 3 7/8 4 3/8 - 1/8 4 3/4 1 ....................................................................................................................................................................................................................................................................................................................................................................... 3 3/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII C3'/CC'-CD' Distributed 2 :YELLOW 54 4 1/8 4 1/4 3 7/8 4 3/8 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII' 3 :YELLOW; 54 4 1/8 3 3/4 3 7/8 4 3/8 -1/8 4 3/4 1 3 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 4 ..................... ;YELLOW .................................... ............................................ 54 ....._ 4 1/8 ................................ 4 1/8 .................................. ................................. 3 7/8 4 3/8 .................................................................. 5 1/8 .............................. .......... 1 ...................................... 4 1/8 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII .......................... ......... ...._......... ......... ....... ....... ...................................... ................................................................................ ........................ ...... ...... ...... .................. ...... ...... ...... .................. .... 5 ;YELLOW 54 4 1/8 4 1/4 3 7/8 4 3/8 ............................................................................................................................................................................................... 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ........................................................................................................................................................................................................................... 6 :YELLOW: 54 4 1/8 4 1/8 3 7/8 4 3/8 5 1/8 ..............._.............................................................................................................._.......................................................................................................................................................................................................................................................... 1 4 1/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 7 ;YELLOW 54 4 1/8 4 3 7/8 4 3/8 5 1 4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 8 ;YELLOW 54 4 1/8 4 1/4 3 7/8 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4 3/8 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 9 YELLOW ................................................. 54 4 1/8 4 1/4 3 7/8 ..............._.... 4 3/8 ........... 5 1/4 ............... 1 4 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 10 ..................... :YELLOW; ............................................ ......................................... 54 4 1/8 _................................. 3 7/8 ................................................................... 3 7/8 4 3/8 _.................................................................. 4 7/8 ....................................... _....................................... 1 3 7/8 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................... ..... ..... ._....... ....................... ...................................... ................................................................................. .................................................................................................... 11 ..................... ;YELLOW ............................................ ......................................... 54 4 1/8 _................................ 4 1/4 .................................. ................................. 3 7/8 4 3/8 ............................... .................................. 5 1/4 ....................................... 1 ................... ...... ...... ........ 4 1/4 ........ ...... ............ ...... IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... .................._....................................................... ................................................................................. .................................................................................................... 12 ..................... ;YELLOW; ............................................ ......................................... 54 4 1/8 _.............................................................. 4 1/4 ...................................... 3 7/8 4 3/8 ............................... .................................. 5 1/4 ............................... ............................................... 1 4 1/4 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ................... ......... _.............. 13 :YELLOW: 54 4 1/8 4 1/4 3 7/8 .._ 4 3/8 ........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 14 :YELLOW: 54 4 1/8 4 3 7/8 4 3/8 5 1 4 IIIIIIIIIIIIIIII' IIIIIIIIIIII 15 ;YELLOW; 54 4 1/8 ; 4 1/4 3 7/8 ; 4 3/8 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 16 ;YELLOW: 54 4 1/8 4 1/4 3 7/8 4 3/8 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII M7171996.0025.1.x1s MAYES TESTING ENGINEERS ID Tendon ................................................................................................_..................................................................................................................................... Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 17 ;YELLOW: 54 4 1/8 4 1/4 3 7/8 4 3/8 ' 5 1/4 : 1 4 1/4 IIIIIIIIIIIIIIII' IIIIIIIIIIII 18 ;YELLOW 54 4 1/8 4 1/4 3 7/8 4 3/8 5 1/4 1 4 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 19 BROWN 45 3 3/8 31/2 31/8 3 5/8 41/2 1 31/2 IIIIIIIIIIIIIIII IIIIIIIIIIII C2'/ CB.7'-CC' Distributed 20 ;BROWN 45 3 3/8 3 31/8 3 5/8 -1/8 4 1 3 IIIIIIIIIIIIIIII IIIIIIIIIIII 21 BROWN: 45 ; 3 3/8 31/2 31/8 3 5/8 41/2 1 31/2 IIIIIIIIIIIIIIII' IIIIIIIIIIII 22 BROWN 45 3 3/8 3 31/8 3 5/8 -1/8 4 1 3 IIIIIIIIIIIIIIII :IIIIIIIIIIII' 23 BROWN: 45 3 3/8 31/4 31/8 3 5/8 41/4 1 3 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 24 BROWN: ......................................... ......................... ................................... 45 ......_................................ 3 3/8 3 1/4 .................................. ................................. 31/8 3 5/8 ............ ..................................................... 4 1/4 ................................ ............................................... 1 3 1/4 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII .................... ..................._................................ ...................................... ........ ...... ...... ...... ...... ...... ...... ...... ...... ...... ................. ..................................................................................................... 25 :GRN-ORA ......................................... 29 ; 21/8 _................................................................... : 1 7/8 ................................. 1 7/8 : 2 3/8 ............................... .................................. 2 7/8 ....................................... 1 ....................................... 1 7/8 ................................ IIIIIIIIIIIIIIII: IIIIIIIIIIII ........................... ................................................................................. ......... CT/ CB.7'-CC' ...... ...... ...... ................... ..... ...... ....................... Distributed ........... ...... ....... ...... ...... ...... .......................................................... 26 SRN-oRA ..................... ............................................ ......................................... 29 21/8 _................................ 1 7/8 .................................. ................................. 1 7/8 2 3/8 ................... ....... ..... ...... ...... ...................... 2 7/8 ....................................... 1 ............. ...... ...... ...... ........ 1 7/8 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... ...... ...... ...... ....... ..... ....... ............................................................... ........ ...... ...... ...... ..................................................... .................................................................................................... 27 SRN-oRA 29 21/8 21/8 1 7/8 2 3/8 3 1/8 1 21/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................................................................................................................................................................................................................... 28 SRN-oRA ..................... ............................................ ......................................... 29 ; 21/8 _................................ : 2 ...................... ............ ................................. 1 7/8 2 3/8 ............................... .................................. 3 ............................. ...... .... 1 ............. ...... ...... .............. 2 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ................... .......................................................................................... ......... ...... ...... ...... ..................................................... .................................................................................................... 29 GRN-ORA 29 21/8 1 3/4 1 7/8 2 3/8 -1/8 2 3/4 1 ; 1 3/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII' 30 SRN-oRA ......................................... ..................... ............................................ 29 21/8 _................................ 1 7/8 ................................... ................................._................................ 1 7/8 2 3/8 .................................. 2 7/8 ....................................... _....................................... 1 1 7/8 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ....................................... _....................................................................................................................................... .............. .................................................................................................... 31 ;ORANGE ..................... ....................................... ..... ......................................... 77 6 _................................ 6 1/8 .................................. ................................. 5 5/8 6 3/8 .................................................................. 7 1/8 ....................................... 1 ............. ...... ...... ...... ........ 6 1/8 ................................ IIIIIIIIIIIIIIII: IIIIIIIIIIII ......... .............................._......................................................................................................................................................................................................................................................... C4'/CB.3'-CB.6' :Distributed 32 :ORANGE: ..................... ............................................ ......................................... 77 6 _................................ 6 .................................. ......................................................................................................................................... 5 5/8 6 3/8 7 1 ............. ...... ...... .............. 6 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII .......................... ........ ..... .......... ...... ....... ...... ......................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 33 :ORANGE: 77 6 61/8 5 5/8 6 3/8 71/8 1 61/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII 34 :ORANGE: ..................... ..................................................................................... 77 6 _................................ 61/8 .................................................................... 5 5/8 6 3/8 _................................................................... 71/8 ...................................... _....................................... 1 61/8 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII ;.......................... ..... ............................... ........_................................ ...... .......... ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 35 :ORANGE: ..................... ............................................ ......................................... 77 6 _................................................................... 61/8 ................................. 5 5/8 : 6 3/8 ............................... .................................. 71/8 ....................................... 1 ............. ...... ...... .............. 61/8 .................... ................................................................. IIIIIIIIIIIIIIII; IIIIIIIIIIII ... ...... ...... .................................. ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 36 :ORANGE: 77 6 61/4 5 5/8 6 3/8 71/4 1 ; 6 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 37 :ORANGE: 77 ; 6 ; 6 1/4 5 5/8 : 6 3/8 : 71/4 ; 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII ................................................................................................................................................................................................................................................... 38 :ORANGE: 77 ; 6 61/4 5 5/8 : 6 3/8 71/4 ; 1 : 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 39 ............................................71/8 40 : BROWN : 45 3 3/8 3 3/8 3 1/8 3 5/8 4 3/8 ; 1 3 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII C2'/ CB.2' Distributed 41 : BROWN .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 45 ; 3 3/8 : 31/2 31/8 : 3 5/8 41/2 ; 1 : 31/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 42 : BROWN : 45 3 3/8 : 31/2 31/8 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. : 3 5/8 41/2 1 3 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 43 : ORA-SIL : 25 1 7/8 1 7/8 1 5/8 : 2 1/8 2 7/8 1 1 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII ; C3'/ CB.2 Distributed 44 : ORA-SIL : 25 ; 1 7/8 : 1 3/8 1 5/8 : 21/8 : -1/4 2 3/8 ; 1 : 1 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII ; :two pulls MAYES TESTING ENGINEERS M7171996.0025.1.xls ID .................................................................................................._..................................................................................................................................... Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 45 ORA-SIL 25 1 7/8 1 3/8 1 5/8 2 1/8 -1/4 2 3/8 1 1 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII ; !two pulls 46 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... GREEN 78 6 1/8 61/8 5 3/4 61/2 7 1/8 1 6 1/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII C4'/ CA.4-CB' Distributed 47 GREEN 78 61/8 6 3/8 5 3/4 61/2 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 48 ;GREEN 78 61/8 61/8 5 3/4 61/2 71/8 1 61/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 49 GREEN 78 61/8 61/2 5 3/4 61/2 71/2 1 61/2 IIIIIIIIIIIIIIII' IIIIIIIIIIII 50 .............:.................... GREEN ..... ..... ......_......................................... 78 61/8 _.......................................................................................................................................................................................................................................................................................... 61/4 5 3/4 61/2 71/4 1 ; 61/4 IIIIIIIIIIIIIIII IIIIIIIIIIII'......................................................................................................................................................................................................................... 51 ;GREEN 78 61/8 61/2 ................................_........................................................................................................._........................................................................................................... 5 3/4 61/2 7 1/2 1 61/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII ... _....... ......................... .......................................................................................................................................................................................................................... 52 .........................................................................................................._........................................................................................................................................................................................................................................................................................................................._......................................................................................................................................................................................................................................................... GREEN 78 61/8 61/2 5 3/4 61/2 71/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 53 GREEN 78 6 1/8 _.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 6 3/8 5 3/4 6 1/2 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 54 GREEN 78 61/8 61/2 5 3/4 61/2 71/2 1 61/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII 55 ;GREEN 78 ; 61/8 6 5 3/4 6 1/2 7 ; 1 6 IIIIIIIIIIIIIIII; IIIIIIIIIIII.......................................................................................................................................................................................................................... 56 ;GREEN 78 61/8 5 7/8 5 3/4 6 1/2 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 57 GREEN I 78 61/8 61/4 5 3/4 61/2 71/4 1 ; 61/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 58 GREEN 78 61/8 61/4 ..................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 5 3/4 61/2 71/4 ; 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII ; 59 .........................................................................................................._........................................................................................................................................................................................................................................................................................................................._......................................................................................................................................................................................................................................................... GREEN 78 61/8 6 3/8 5 3/4 61/2 7 3/8 ; 1 6 3/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 60 ..................... GREEN ............................................ ......................................... 78 _61/8 ................................ 6 3/8 .................................. ................................. 5 3/4 61/2 ............................. .... .................................. 7 3/8 ............................... ..................... 1 ...... ...... .............. 6 3/8 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII .......................... ....... ...... .......... ...... ....... ......... ...................................... ............................................................................... ........................ ...... ...... ...... .......................................................... 61 GREEN 78 61/8 5 7/8 5 3/4 61/2 6 7/8 1 5 7/8 I :IIIIII IIIIIIIIIIIIIIIIIIIII 62 ;GREEN 78 ; 61/8 6 1/4 5 3/4 6 1/2 7 1/4 ; 1 .............................................................................................................._.......................................................................................................................................................................................................................................................... 6 1/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 63 GREEN 78 61/8 61/4 5 3/4 61/2 71/4 ; 1 ........................................................................................................................................................................................................................................................................................................................................................................ 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 64 GREEN 78 61/8 5 7/8 5 3/4 ........ 61/2 _ ....................... 6 7/s 1 5 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 65 GREEN 78 ; 61/8 61/4 5 3/4 61/2 71/4 ; 1 6 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 66 ..................... ;GREEN ............................................ ......................................... 78 ; 6 1/8 _................................ 6 1/8 ............................. ...... ................................. 5 3/4 6 1/2 .................................................................. 7 1/8 ; ....................................... 1 ............. ...... ...... ...... ........ 61/8 ..................................... IIIIIIIIIIIIIIII IIIIIIIIIIII ... .................. .... ..._...... ......... ....... .... ...................................... ................................................................................ .................................................................................................... 67 .........................................................................................................._.......................................................................................... GREEN 78 61/8 61/4 5 3/4 61/2 ..... 71/4 1 ; 6 1/4 ................................................ IIIIIIIIIIIIIIII IIIIIIIIIIII 68 .......................... GREEN ....................................................._...................................................................................... 78 61/8 6 5 3/4 ............._............................... 6 1/2 ............................................................................................................................................................ 7 1 6 IIIIIIIIIIIIIIII: IIIIIIIIIIII ......._............................. 69 GREEN 78 ; 61/8 5 7/8 5 3/4 61/2 6 7/8 ; 1 5 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 70 GREEN 78 6 1/8 6 1/4 5 3/4 6 1/2 7 1/4 ; 1 ....................................................................................................................................................................................................................................................................................................................................................................... 6 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 71 GREEN 78 61/8 6 3/8 5 3/4 6 1/2 7 3/s 1 ; 6 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 72 ;GREEN 78 ; 61/8 61/2 5 3/4 61/2 71/2 ; 1 61/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0025.1.xls ID .................................................................................................._..................................................................................................................................... Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 73 ..................... :ORANGE; ...................................................................................... 77 6 ................................:......... 5 5/8 ............. 5 5/8 6 3/8 ........ ......,..................... 6 5/8 ..:........ 1 ........... 5 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIIII _ _ _......._.....,......................................................._...._.................................., C4'/ CA'-CA.4' Distributed ............................................................................................. 74 ..................... ;ORANGE ............................................ ........................................._............................................................................................................................................................................................................................................................................................................................................................................................... 77 6 5 5/8 5 5/8 6 3/8 6 5/8 1 5 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII ........ ...... ...... ...... ...... ............................................... ........................ ...... ...... ...... .......................................................... 75 :ORANGE: ............. 77 6 5 7/8 5 5/8 6 3/8 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIIII 76 ..................... :ORANGE: ..................................................................................... 77 6 _................................. 5 5/8 .... ...... ...... ...... ............................................. 5 5/8 6 3/8 _.......................... ...... ...... ...... ...................... 6 5/8 ....................................... _.............. 1 ..... ...... .............. 5 5/8 ................................ IIIIIIIIIIIIIIII IIIIIIIIIIIII I .......................... ............. _....... .......... ....... ........ .............. ..... ...... ...... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... ...................................................... .... 77 ..................... :ORANGE: ........... ............................... ......................................... 77 6 _................................ 5 7/8 .................................. ................................. 5 5/8 6 3/8 _............................... .................................. 6 7/8 ....................................... 1 ....................................... 5 7/8 ................................ IIIIIIIIIIIIIIII' IIIIIIIIIIII .................. .......... ..... ................. ...................................... ................................................................................ .................................................................................................... 78 oRANGE 77 6 6 5 5/8 ................._............................. 6 3/8 7 1 ............................................................................... 6 IIIIIIIIIIIIIIII :IIIIIIIIIIII .. _...................................................................................................................................................................................................................... 79 :ORANGE: ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 77 6 6 5 5/8 6 3/8 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 80 ;ORANGE 77 6 61/8 5 5/8 6 3/8 7 1/8 1 61/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 81 :ORANGE ........................................_.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 77 6 6 1/4 5 5/8 6 3/8 7 1/4 1 6 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 82 :ORANGE: 77 6 5 7/8 5 5/8 6 3/8 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 83 :ORANGE: ..................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 77 6 61/4 5 5/8 6 3/8 71/4 1 6 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 84 ..................... :ORANGE ............................................ ......................................... 77 6 _............................................................................................................................................................................................................................................................................................................................................................. 6 1/4 5 5/8 6 3/8 71/4 1 : 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII.................................. ......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 85 :ORANGE 77 6 6 1/2 .................. 5 5/8 6 3/8 118 7 1/2 1 ......................................................... 6 1/2 .......... IIIIIIIIIIIIIIII: IIIIIIIIIIII' ......................................................................................................................................................................................................................... 86 :ORANGE: ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 77 6 6 1 /2 5 5/8 6 3/8 1 /8 7 1 /2 1 : 6 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 87 ..................... :ORANGE ............................................ ......................................... 77 6 _................................ 6 1 /2 .................................. ................................. 5 5/8 : 6 3/8 ............................... : 1 /8 .................................. 7 1 /2 ............................... ...................................................................................................................._....................................................................................................................................................................................................................................................... 1 : 6 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 88 ..................... : D-6 ............................................ ......................................... 82 _6 3/8 ................................ 6 1/8 .................................. .................................. 5 7/8 6 7/8 ............................... .................................. 7 1/8 ............................... ..................... 1 ...... ...... .............. 6 1/8 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ................... ....................... C1'/CH.5 Distributed 89 ..................... : D-6 ............................................ ................................... 82 ......_............................................................................................................................................................................................................................................................................................................................................ s 3/8 6 5 7/8 : 6 7/8 7 1 6 IIIIIIIIIIIIIIII :IIIIIIIIIIII ............. ...................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 90 : D-6 82 6 3/8 : 6 3/4 5 7/8 : 6 7/8 : 7 3/4 1 : 6 3/4 IIIIIIIIIIIIIIII I I I I I I I I I I I I I 91 : D-5 ..................................................................._................................................................... 85 6 5/8 6 3/4 ................................. 6 1/8 : 71/8 ............................... .................................. 7 3/4 ............................... ............................................................................... 1 : 6 3/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII ............................... ........................................ ................................. .... .... C1'/CH.2 ...... ...... ...... ...... ............ ...... ...... ............................. Distributed .................................................................................................... 92 ..................... : D-5 ............................................ ......................................... 85 6 5/8 _................................................................... 6 7/8 ................................. 61/8 : 71/8 ............................... .................................. 7 7/8 ....................................... 1 ................................................................................. 6 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIIII 93 ..................... : D-5 .......................................... ............................................ . 85 6 5/8 _................................................................... : 71/8 ................................. 61/8 : 71/8 _................................ : .................................. s 1/8 ....................................... _....................................... 1 7 1/8 ................................ IIIIIIIIIIIIIIII IIIIIIIIIIII I ................................. ...... _.................. .............. ...................................... ................................................................. ...................................................................... ............................................. 94 : D-4 ....................................................................._................................................................................................................................................................................................................................................................................................................ 89 6 7/8 : 6 7/8 6 3/8 : 7 3/8 : 7 7/8 1 6 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIIII I _.................................................................................................................................................................................................................................................... C1'/CH Distributed 95 D-4 ............................................................._......................................................................................................................................................... 89 6 7/8 7 3/8 6 3/8 7 3/s 8 3/8 1 7 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII D-4 89 67/8 71/4 63/8 73/8 81/4 1 7 1/496 II1 .. ............I............. 97 : D-3 64 5 5 4 5/8 : 5 3/8 : 6 1 5 IIIIIIIIIIIIIIII :IIIIIIIIIIIII C1'/CG.5 :Distributed 98 D-3 ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 64 5 4 7/8 4 5/8 5 3/8 5 7/8 1 4 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 99 : D-3 64 5 5 1/8 4 5/s : 5 3/8 61/8 1 51/8 IIIIIIIIIIIIIIII IIIIIIIIIIIII 100 : D-2 60 4 5/8 : 4 3/4 4 1/4 : 5 5 3/4 1 : 4 3/4 IIII1111111111111111111111111 I C17CG :Distributed MAYES TESTING ENGINEERS M7171996.0025.1.xls ID .................................................................................................._................................................................................................................................ Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 101 D-2 60 4 5/8 41 /2 41 /4 ; 5 51 /2 1 41 /2 IIIIIIIIIIIIIIII IIIIIIIIIIII ... _.... _.... _........ _..... 102 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. D-2 60 4 5/8 4 5/8 4 1 /4 5 5 5/8 1 4 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 103 ................................................................................................._.......................................................................................................................................................................................................................................................................................... D-1 57 4 3/8 4 3/8 41/8 4 5/8 5 3/8 1 4 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII C1'/CF.9 Distributed ............................................................................................................................................................ 104 ; D-1 57 4 3/8 41/2 41/8 4 5/8 51/2 1 41/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 105 ; D-1 57 4 3/8 4 3/8 41/8 ' 4 5/8 5 3/8 1 4 3/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII 106 ; BLUE 39 2 7/8 2 3/4 2 5/8 ..............._............................. 3 1/8 3 3/4 ....................... 1 ..................................................... 2 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII' .............................................................................................................................................................................................................................. C1/CE.9-CF.6 Distributed 107 ; BLUE 39 2 7/8 2 7/8 2 5/8 31/8 3 7/8 1 2 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 108 I BLUE 39 2 7/8 2 7/8 2 5/8 3 1/8 3 7/8 1 2 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 109 BLUE ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 39 2 7/8 2 3/4 2 5/8 ; 31/8 3 3/4 1 2 3/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 110 BLUE 39 2 7/8 2 3/4 2 5/8 31/8 3 3/4 1 2 3/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 111 ; BLUE 39 2 7/8 3 2 5/8 31/8 4 1 3 ......................................................................._................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII......................... ...... ...... .......... ...... ...... ...... ......................... ..... ....................... ........................ ...... ...... ...... .......................................................... 112 BLUE 39 2 7/8 2 5/8 2 5/8 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 31/8 3 5/8 1 2 5/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 113 ; BLUE 39 2 7/8 ; 2 5/8 2 5/8 31/8 3 5/8 1 2 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII .................................................................................................... 114 ; .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... BLUE 39 2 7/8 2 3/4 2 5/8 3 1/8 3 3/4 1 2 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 115 I BLUE 39 2 7/8 ; 2 7/8 2 5/8 ; 31/8 ; 3 7/8 .......................................................................................................................................................................................................................................................................................................................................................................................... 1 2 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 116 ; ..................... BLUE ............................................ ......................................... 39 _2 7/8 ................................ 3 .................................. ................................. 2 5/8 ; 31/8 ............................... .................................. 4 ....................................... 1 ......................... ...... ........ 3 ........................... ..... IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... ...... .................. ...... ................................ ........ ............................... ............................................................................... .................................................................................................... 117 ; ..................... BLUE ......................................... ............................................ 39 2 7/8 _................................ 2 7/8 .................................. ................................. 2 5/8 31/8 ............................... .................................. 3 7/8 ....................................... 1 ....................................... 2 7/8 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ........................... ...... ...... ......... ........ ...... ...... ......................................... ........ ...... ...... ...... ..................................................... .................................................................................................... 118 ; .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... BLUE 39 2 7/8 3 2 5/8 ; 3 1/8 ; 4 1 3 IIIIIIIIIIIIIIII; IIIIIIIIIIII 119 ; ..................... BLUE ............................................ . 39 ......................................... 2 7/s _................................................................... ; 2 5/8 ................................. 2 5/8 ; 3 1/8 ............................... .................................. 3 5/8 ....................................... 1 ....................................... 2 5/8 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII ............................... ........................................ ............................... ...... .......... ...... ...... ...... ................................................. .... ...... ...... ............. ...... ...... ...... .......................................................... 120 ; ................................... BLUE 39 2 7/8 2 7/8 2 5/s ; 31/8 3 7/s 1 2 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 121 ;SILVER .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... ; 51 3 7/8 3 5/8 3 5/8 41/8 4 5/8 1 3 5/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII C1/CD.9-CE.6 Distributed 122 I ..................... SILVER ; ............................................ ................................... 51 ...... 3 7/8 _................................ ; 4 ............................. ...... ................................. 3 5/8 ; 41/8 ............................... ; .................................. 5 ....................................... 1 ........................................................................ 4 IIIIIIIIIIIIIIII; IIIIIIIIIIII ....... ..................._......................................................... ................................................................................ ........................ ...... ...... ...... .......................................................... 123 ;SILVER ..................... ............................................ ......................................... 51 3 7/8 _........................................................................................................................................ 4 3 5/8 ; 41/8 ...... ...................... 5 ....................................... 1 ......................... ...... ........ 4 ... ..... ...... .................. IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... .................................................................................................................................................................................................................................. 124 ................................... SILVER 51 3 7/8 4 3 5/8 41/8 5 1 4 IIIIIIIIIIIIIIII: IIIIIIIIIIII ......... ........ _............................. 125 SILVER ............................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 51 3 7/8 4 3 5/8 ; 41/8 ; 5 1 4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 126 ; SILVER ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 51 3 7/8 ; 3 7/8 3 5/8 ; 4 1/8 4 7/8 1 3 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 127 ;SILVER 51 3 7/8 3 3/4 3 5/8 ; 41/8 4 3/4 1 3 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 128 SILVER 51 3 7/8 3 3/4 3 5/8 4 1/8 4 3/4 1 3 3/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0025.1.xls ID .................................................................................................._................................................................................................................................ Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 129 ...........: SILVER ...........................:.......................................................................... 51 3 7/8 3 5/8 3 5/8 ..........................................;..................... 4 1/8 ' 4 5/8 1 ........ ..... ..... : . 3 5/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII I ..._..._ _ : __......._......................................... ........ ..... ..... ..... .................................................... .................................................................................................... 130 ;SILVER 51 3 7/8 4 3 5/8 41/8 5 1 4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 131 ;SILVER 51 3 7/8 41/8 3 5/8 41/8 5 1/8 1 4 1/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 132 SILVER 51 ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 3 7/8 4 1/8 3 5/8 4 1/8 5 1/8 1 4 1/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 133 ........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. WHITE 80 6 1/4 6 1/2 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII IIIIIIIIIIII C1/CA-CD.5 Distributed 134 WHITE 80 6 1/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII' 135 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... WHITE 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 136 WHITE 80 6 1 /4 6 1 /8 5 3/4 6 3/4 7 1 /8 1 6 1/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 137 WHITE 80 ........................................_.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 138 WHITE 80 6 1 /4 6 1 /8 5 3/4 6 3/4 7 1 /8 1 6 1/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 139 I WHITE ..................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 140 .........................................................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... WHITE 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 141 WHITE 80 61/4 6 5 3/4 ..............._....................... 6 3/4 7 1 6 IIIIIIIIIIIIIIII: IIIIIIIIIIII' ................ 142 WHITE 80 ........................................_...................................................................................................._........................................................................................................._....................................................................... 6 1 /4 5 7/8 5 3/4 6 3/4 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII ....................................... _.............. ....................................................................................................................................... .................................................................................................... 143 WHITE 80 6 1 /4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 144 .........................................................................................................._.................................................................................................................................................................................................................................................................................................. WHITE 80 6 1 /4 6 1 /8 5 3/4 6 3/4 7 1 /8 1 6 1 /8 IIIIIIIIIIIIIIII :IIIIIIIIIIII .......................... 145 WHITE 80 6 1 /4 6 1 /8 5 3/4 6 3/4 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7 1 /8 1 6 1/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 146 I ..................... WHITE ............................................ ......................................... 80 6 1 /4 _................................ 6 1 /4 .................................................................... 5 3/4 6 3/4 _.................................................................. 7 1 /4 ....................................... _ 1 ....................................... 6 1 /4 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................... ..... ...... .......... ....................................... _.............. .................. ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 147 .........................................................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... WHITE 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 148 ................................. WHITE 80 61 /4 6 5 3/4 ........._......................... 6 3/4 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 149 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... WHITE 80 6 1/4 6 1/2 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 150 ......................................................................................................._..................................................................................................._........................................................................................................................................................................................................ WHITE 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 16 1 /4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11: I I I I I I I I I I I I _.................................................. ...... .......... ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 151 ° .................. WHITE ................................................_........................................................................... 80 6 1/4 5 7/8 5 3/4 6 3/4 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 152 WHITE 80 6 1/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII 153 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... WHITE 80 6 1/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 154 WHITE 80 ........................................_.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 6 1 /4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 155 WHITE 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII IIIIIIIIIIII 156 71/4 1 6 1 /4WHITE 1 I I I I I I I I I I I MAYES TESTING ENGINEERS M7171996.0025.1.xls ID Tendon ....................................... Length Calc _................................,............................................................................................, Actual -Tol. +Tol. ERR. ......... First End ................,...................................7............................ Second End ...................................................................................................................................................................:.................................................................................................... Location Remarks # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 157 : WHITE 80 6 1 /4 6 1 /4 5 3/4 6 3/4 ' 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII 'IIIIIIIIIIII I 158 WHITE 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 159 ; WHITE : ................................................................................_.......................................................................................................................................................................................................................................................................................... 80 6 1 /4 6 1 /4 5 3/4 ; 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII IIIIIIIIIIII ............................................................. ........................................................................................................................................................ 160 : WHITE 80 6 1 /4 6 1 /8 5 3/4 6 3/4 7 1 /8 1 6 1 /8 IIIIIIIIIIIIIIII I I 161 WHITE 80 6 1/4 6 1/8 5 3/4 6 3/4 7 1/8 1 6 1/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 162 WHITE .............:............................. 80 6 1 /4 6 1 /8 ........................ 5 3/4 6 3/4 7 1 /8 1 6 1 /8 IIIIIIIIIIIIIIII :IIIIIIIIIIII ............... 163 ; WHITE ..................... ............................................ ........................................._...................................................................................................._........................................................................................................._........................................................................................................ 80 6 1/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII ...... _................................. ...................................................................................................................... .................................................................................................... 164 ; WHITE 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 165 WHITE ........................................_.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 166 WHITE 80 6 1 /4 6 1 /2 5 3/4 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 167 : WHITE 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII.......................................................................................................................................................................................................................... 168 WHITE .........................................................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 80 6 1 /4 6 1 /4 5 3/4 6 3/4 7 1 /4 1 6 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 169 RED -GRIN 73 5 1 /2 5 3/4 5 1 /8 5 7/8 6 3/4 1 5 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ' CA/C2 ;Banded 170 :RED -GRIN 73 5 1 /2 5 1 /2 ......................................_........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 5 1 /8 5 7/8 6 1 /2 1 5 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 171 ;RED -GRIN .......................................... ..................... ............................................ 73 5 1/2 _................................ 5 3/4 .................................. ................................. 5 1/8 5 7/8 ............................... .................................. 6 3/4 ................................ ............................................... 1 5 3/4 ................................. IIIIIIIIIIIIIIII; IIIIIIIIIIII .............................. ..... ._....... .......... ....... ....... ...................................... ................................................................................ ........................ ...... ...... ...... .......................................................... 172 ;RED -GRIN 73 5 1/2 ; 5 5/8 5 1/8 ; 5 7/8 6 5/8 1 5 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................... 173 :RED -GRIN 73 5 1/2 5 3/4 5 1/8 5 7/8 6 3/4 1 5 3/4 ................................................................................................................................................................................................................................................................................................................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII 174 ;RED -GRIN .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 73 5 1/2 5 7/8 5 1/8 5 7/8 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 175 ;RED -GRIN ..................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 73 5 1/2 ; 5 7/8 5 1/8 5 7/8 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 176 :RED -GRIN 73 5 1/2 5 5/8 5 1/8 ; 5 7/8 6 5/8 1 5 5/8 .................... IIIIIIIIIIIIIIII IIIIIIIIIIII ............................._................................ 177 ;RED -GRIN ..................... ............................................ ......................................... 73 5 1 /2 _................................ 5 1 /2 ................................... ................................. 5 1/8 5 7/8 _................................ .................................. 6 1 /2 ....................................... _ 1 ....................................... 5 1 /2 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ....................................... _................................ ...................................................................................................................... .................................................................................................... 178 :RED -GRIN 73 5 1/2 ; 5 1/8 5 1/8 ; 5 7/8 6 1/8 1 : 5 1/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII I 179 ;RED -GRIN ..................... ............................................ ......................................... 73 51/2 _................................................................... ; 6 ................................. 51/8 ; 5 7/8 ............................... 118 .................................. 7 ....................................... 1 ............. ...... ...... .............. 6 ................................ IIIIIIIIIIIIIIII IIIIIIIIIIII ............ .... 180 ;RED -GRIN 73 5 1/2 5 5/8 5 1/8 5 7/8 6 5/8 1 5 5/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 181 ;RED -GRIN ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._................................................................................................................................................................................................................................................ 73 5 1/2 6 51/8 5 7/8 1/8 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 182 ;RED -GRIN ..................... ....................................... ..... ....... 73 .................................. 5 1 /2 _..................................... ; 5 1 /4 ...... ...... ...... ............ ................................. 5 1 /8 ; 5 7/8 ....... ...... ...... ....... ...... ............ ...................... 6 1 /4 ..... ...... ...... ...... ...... .......... 1 .................................................................................................................................................................................................................................................. 5 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII ................. .................................................................................................... 183 ;RED -GRIN 73 5 1/2 5 3/4 5 1/8 ; 5 7/8 6 3/4 1 5 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 184 :RED -GRIN 73 5 1/2 5 3/4 5 1/8 5 7/8 6 3/4 1 : 5 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 11 MAYES TESTING ENGINEERS M7171996.0025.1.xls ID Tendon .................................................................................................._................................................................................................................................ Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 185 :RED-GRN; : 73 ; 5 1 /2 ........................................ : 5 1 /2 5 1 /8 : 5 7/8 ' 6 1 /2 1 ......... ....................... 5 1 /2 IIIIIIIIIIIIIIII' IIIIIIIIIIII _ _............................................................... __................................................................................................................ RED : 62 ; 43/4 47/8 43/8 ; 51/8 57/8 1 ; 47/8 CA/C3 'Banded 187 RED 62 . 4 3/4 4 3/4 4 3/8 5 1 /8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 188 RED ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 62 4 3/4 4 7/8 4 3/8 51/8 5 7/8 ; 1 4 7/8 IIIIII I I I I I I I I I I I I I I I I I I I I I I 189 RED : 62 4 3/4 4 7/8 4 3/8 5 1/8 5 7/8 1 ............................................................................................................................................................................................................................................................................................................................................. :4 7/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII 190 ' RED 62 4 3/4 4 7/8 ........................ 4 3/8 ................. 5 1 /8 ............................... 5 7/8 1 ............................................................................... 4 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII ....._.............................. ...................................................................................................... 191 RED .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 62 4 3/4 5 4 3/8 5 1 /8 6 1 5 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 192 RED : 62 4 3/4 4 3/4 4 3/8 5 1 /8 5 3/4 : 1 4 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 193 RED : .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 62 4 3/4 4 3/4 4 3/8 51 /8 5 3/4 1 :4 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 194 RED 62 4 3/4 4 7/8 4 3/8 5 1 /8 5 7/8 1 4 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 195 RED .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 62 4 3/4 4 3/4 4 3/8 51 /8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 196 ; RED : ..................... ............................................ ......................................... 62 4 3/4 _............................................................................................................................................................................................................................................................................................................................................................. 4 7/8 4 3/8 5 1 /8 5 7/8 1 :4 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .................................. ......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 197 RED 62 4 3/4 4 1 /2 4 3/8 51/8 5 1 /2 1 ; 4 1 /2 IIIIIIIIIIIIIIII IIIIIIIIIIII 198 ; RED ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 62 4 3/4 4 3/4 4 3/8 51 /8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 199 ; RED : 62 4 3/4 4 5/8 4 3/8 51 /8 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 5 5/8 : 1 4 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 200 RED : 62 4 3/4 4 5/8 4 3/8 51 /8 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 5 5/8 1 :4 5/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 201 RED 62 ......_ 4 3/4 .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 4 3/4 4 3/8 51/8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 202 : RED 62 4 3/4 4 3/4 4 3/8 51/8 1 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 203 ; RED : ..................... .................. ..................................................................._................................................................... 62 4 3/4 ; 4 3/4 ................................. 4 3/8 ; 51 /8 ............................... .................................. 5 3/4 ............................... ..................... 1 ...... ...... .............. :4 3/4 ................................. IIIIIIIIIIIIIIII ;IIIIIIIIIIII .............................. ........................................ ............................... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 204 RED 62 : 4 3/4 4 5/8 4 3/8 ; 51/8 5 5/8 : 1 4 5/s IIIIIIIIIIIIIIII IIIIIIIIIIII 205 : RED 62 4 3/4 4 5/8 4 3/8 51/8 5 5/8 ; 1 4 5/8 I II II II I I I I I I I I1 IIIIIIIIIIII 206 RED : ..................................................................._............................................................................................................................................................................................................................................................................................................. 62 ; 4 3/4 4 3/4 4 3/8 5 1/s ; 5 3/4 ; : 1 4 3/4 IIIIIIIIIIIIIIII' IIIIIIIIIIII _................... ...................................... ................................................................................ ........................ ...... ...... ...... .......................................................... 207 ; RED 62 4 3/4 41/2 4 3/8 ; 51/8 ................................................................................................................................................................... 51/2 : 1 : ; 41/2 .................... IIIIIIIIIIIIIIII IIIIIIIIIIII 208 ; RED 62 4 3/4 4 1/2 4 3/8 51/8 5 1/2 ; 1 41/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII 209 ;RED-ORA 50 3 3/4 3 3/4 ................................_........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 31/2 ; 4 4 3/4 ; 1 3 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ; CA/C4 Banded 210 ;RED-ORA 50 : 3 3/4 ; 31/2 31/2 ; 4 41/2 1 : 3 1/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII ....................................................................................................................................................................................................................... 211 ;RED-oR/ 50 3 3/4 31/2 3 1/2 ; 4 4 1/2 1 3 1/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 212 :RED-ORA 50 ; 3 3/4 31/2 31/2 4 41/2 ; 1 31/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0025.1.xls ID Tendon .................................................................................................._..................................................................................................................................... Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 213 :RED-ORA 50 3 3/4 3 3/8 31/2 4 -1/8 4 3/8 1 3 3/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII I 214 ;RED-oRA ..................... .................. ..................................................................._.......................................................................................................................................................................................................................................................................................................................................................... 50 3 3/4 3 1 /2 3 1 /2 4 4 1 /2 1 3 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII..................................... ........ ...... ...... ...... ..................................................... .................................................................................................... 215 :RED-oR/ ..................... ....................................... ..... ....... 50 .................................. 3 3/4 _................................................................... 3 5/8 ................................. 31/2 4 ................................................................. 4 5/8 ....................................... 1 ....................................... 3 5/8 .......................... ...... IIIIIIIIIIIIIIII IIIIIIIIIIII ........ 216 :RED-ORA ..................... ..................................................................................... 50 3 3/4 _................................ 31/2 .................................................................... 31/2 4 _.................................................................. 41/2 ....................................... _ 1 ....................................... 31/2 ................................ IIIIIIIIIIIIIIII IIIIIIIIIIII .......................... ............._................. ....... ....... ...................................... ................................................................................ .................................................................................................... 217 ;RED-ORA 50 3 3/4 : 3 5/8 31/2 : 4 4 5/8 1 : 3 5/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII 218 RED-ORA 50 3 3/4 3 5/8 3 1/2 4 4 5/8 1 3 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 219 :RED-ORA 50 3 3/4 3 3/4 3 1/2 .._ 4 ........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 4 3/4 1 : 3 3/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 220 :RED-oRA 50 3 3/4 3 5/8 31/2 4 4 5/8 1 : 3 5/8 ................................................................................................................................................................................................................................................................................................................................. IIIIIIIIIIIIIIII ;IIIIIIIIIIII 221RED-ORA 50 3 3/4 : 3 3/4 31/2 : 4 4 3/4 1 3 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 222 :RED-oR/ .........................................................................................................._............................................................................................................................................................................................................................................................................................................................................ 50 3 3/4 3 1/2 3 1/2 4 4 1/2 1 31/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII ............. ...................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 223 :RED-ORA .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 50 3 3/4 3 1/2 3 1/2 4 4 1/2 1 : 31/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 224 ;RED-SIL 96 7 1/4 7 1/4 6 3/4 7 3/4 8 1/4 1 ........................................................................................................................................................................................................................................................................................................................................................................ 7 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII CC'/C3.5' Banded 225 RED-SIL 96 7 1/4 7 1/4 6 3/4 7 3/4 8 1/4 1 7 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII' 226 : RED-SIL : ..................... ...................................................................................... 96 7 1/4 _................................. 6 3/4 ............................. ...... ................................. 6 3/4 7 3/4 _............................... ................................... 7 3/4 ....................................... _....................................... 1 : 6 3/4 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ....................................... _......................................................................................................................................................................................................................................................... 227 : RED-SIL 96 7 1 /4 7 1 /4 6 3/4 7 3/4 8 1 /4 1 7 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................................................................................................................................................................................................................... 228 ;RED-SIL ..................................................................._.................................................................................................................................................................................................................................................................................................. 96 7 1 /4 7 1 /4 6 3/4 7 3/4 8 1 /4 1 7 1 /4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 229 RED-SIL ............ 96 7 1/4 7 3/4 6 3/4 7 3/4 8 3/4 1 7 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 230 RED-SIL 96 7 1/4 7 1/2 6 3/4 7 3/4 8 1/2 : 1 ........................................................................................................................................................................................................................................................................................................................................................................ 7 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 231 : RED-SIL : 96 7 1/4 7 1/4 6 3/4 7 3/4 8 1/4 1 ........................................................................................................................................................................................................................................................................................................................................................................ 7 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 232 RED-SIL : 96 7 1/4 7 3/4 6 3/4 7 3/4 8 3/4 : 1 7 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ................. _................................ 233 : RED-SIL : 96 7 1/4 : 7 1/2 6 3/4 : 7 3/4 : 8 1/2 1 7 1/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 234 : RED-SIL ..................... .................. ..................................................................._ 96 7 1/4 ................................ : 7 5/8 ............................. ...... ................................. 6 3/4 : 7 3/4 ............................... .................................. 8 5/8 ....................................... 1 .......................................................... 7 5/8 ........... ... IIIIIIIIIIIIIIII; IIIIIIIIIIII ....... ................. ......_....................................................... ................................................................................ .................................................................................................... 235 : RED SIL .................................................................._............................................................................................................................................................................................................... 96 7 1/4 7 1/2 6 3/4 7 3/4 8 1/2 1 . 7 1/2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 236 : RED-SIL : ................................................... 96 7 1 /4 7 1 /2 6 3/4 7 3/4 8 1 /2 1 7 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII ......................................................................................................................................................................................................................... 237 ;RED-BRN: 128 9 7/8 10 1/8 9 1/8 :10 5/8 11 1/8 1 : 10 1/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII I CD'/C2' :Banded 238 :RED-BRN: 128 9 7/8 10 1/8 9 1/8 :10 5/8 11 1/8 1 ....................................................................................................................................................................................................................................................................................................................................................................... 10 1/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 239 :RED-BRN: 128 9 7/8 10 1/8 9 1/8 10 5/8 11 1/8 : 1 10 1/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 240 :RED-BRN 128 9 7/8 : 10 1/8 9 1/8 : 10 5/8: 11 1/8 : 1 : 10 1/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0025.1.xls ID Tendon .............................................................................................._................................................................................................................................ Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 241 ;RED-BRN: 128 ; 9 7/8 10 1 /8 9 1 /8 : 10 5/8 11 1 /8 1 10 1 /8 I I I I I I I I I I I I I11I' I I I I I I I I I I I1: 242 ;RED-BRN ..................... ............................................ ......................................... 128 9 7/8 _.................................................................... 10 91 /8 ............................... :10 5/8 ................................................................. 11 ............................. .......... 1 ............. ...... ...... .............. 1 o ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII .............................. ............................................................................... ......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 243 :RED-BRN: .......... 128 9 7/8 9 5/8 9 1/8 :10 5/8: 10 5/8 1 9 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 244 :RED-BRN; 128 9 7/8 9 3/8 9 1/8 :10 5/8 10 3/8 1 9 3/8 IIIIIIIIIIIIIIII : IIIIIIIIIIII 245 ;RED-BRN: ..................... .................. ...... ................... ......................................... 128 9 7/8 _................................................................... 9 5/8 .. 9 1/8 ............................... :10 5/8: .................................................................. 10 5/8 ...................................... 1 ......................... ...... ........ 9 5/8 ........ ..... .................... IIIIIIIIIIIIIIII IIIIIIIIIIII .... ......................................................................... ................................................................................ ........................ ...... ...... ...... .................. ...... ...... ............................ 246 RED-BRN 128 9 7/8 : 9 3/4 91/8 :10 5/8 10 3/4 1 ; 9 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 247 :RED-BRN: ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 128 9 7/8 9 1 /2 9 1 /8 : 10 5/8 10 1 /2 1 9 1 /2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 248 :RED-BRN; ..................... ............................................ ......................................... 128 9 7/8 _................................ 9 7/8 .................................. ................................. 9 1/8 :10 5/8 ............................... .................................. 10 7/8 .................................. ............................................. 1 9 7/8 ................................. IIIIIIIIIIIIIIII ;IIIIIIIIIIII ................... ..................._................................ ...................................... ............................................................................... ........................ ...... ...... ...... .......................................................... 249 ;RED-BRN; .........................................................................................................._......................................................................................................................................................................................................................................................................................................................................................... 128 9 7/8 9 7/8 9 1/8 10 5/8 : 10 7/8 1 9 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII...................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... ......................................................... .. 250 :RED-BRN: 128 9 7/8 9 3/8 9 1/8 :10 5/8 10 3/8 1 9 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 251 :RED-BRN: ..................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._....... 128 9 7/8 : 9 1 /2 9 1 /8 10 5/8 : 10 1 /2 1 9 1 /2 111111111111111111111I111111 ....... .................. ......................... ...... ...... .......... ...... ...... ...... ......................... ..... ....................... ........................ ...... ...... ...... .......................................................... 252 :RED-BRN: ..................... ............................................ ......................................... 128 9 7/8 _................................................................... 9 5/8 ................................. 9 1/8 :10 5/8 ................................................................. 10 5/8 ....................................... 1 .................................................................................................................................................. 9 5/8 1111111111111111111111111111;.................................. ......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 253 RED-BRN 128 9 7/8 9 7/8 9 1 /8 10 5/8 10 7/8 1 9 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 254 :RED-BRN: 128 ; 9 7/8 : 9 1/2 ..................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 9 1/8 : 10 5/8: 10 1/2 : 1 9 1/2 llllllllllllllll llllll111111: 255 :RED-WHT 126 ; 9 3/4 10 1/4 1. ..................................................................._................................................................................................................................................................................................................_......................................................................................................................................................................................................................................................... 9 1/8 :10 3/8 11 1/4 1 : 10 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ; C1.5'/CD' Banded 256 :RED-WHT 126 9 3/4 9 3/4 9 1/8 10 3/8 .... 10 3/4 1 9 3/4 llllllllllllllll :IIIIIIIIIIII 257 :RED-WHT 126 9 3/4 : 9 7/8 9 1/8 10 3/8 10 7/8 : 1 9 7/8 lllllllllllHi llllllllllll 258 RED-WHl 126 ; 9 3/4 9 5/8 9 1 /8 :10 3/8 10 5/8 1 9 5/8 1111111111111111111111111111 259 :RED-WHT 126 ; 9 3/4 9 5/8 9 1/8 :10 3/8 10 5/8 .......................................................................................................................................................................................................................................................................................................................................................................................... 1 9 5/8 1111111111111111111111111111; 260 .................. ....................................... 261 :RED-WHT: 126 ; 9 3/4 :10 1 /8 9 1 /8 : 10 3/8 11 1 /8 : 1 : 10 1 /8 1111111111111111111111111111 ....................................................................................................................................................................................................................................................... 262 :RED-WHT 126 ; 9 3/4 10 9 1/8 :10 3/8 11 ; 1 : 10 llllllllllllllll' IIIIIIIIIIII 263. RED-WHT 126 9 3/4 9 3/4 9 1/8 10 3/8 10 3/4 1 9 3/4 llllllllllllllll :IIIIIIIIIIII 264 :RED-WHT: 126 9 3/4 9 3/4 9 1/8 10 3/8 10 3/4 1 9 3/4 1111111111111111ZIIIIIIIIIII 265 :RED-WHT: ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 126 ; 9 3/4 10 1 /4 9 1 /8 : 10 3/8 11 1 /4 1 : 10 1 /4 1111111111111111111111111111: 93/4 10 1/891/8 10 3/8266RT 11 1/8: 1 10 1/8ED ...........................................1............................................................................... .I..I..I ..I..I..I...1...;..................................... ................................................................................................................................................................................... 267 :RED-WHT: 126 9 3/4 9 7/8 9 1/8 10 3/8 10 7/8 : 1 9 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 268 :RED-WHT: 126 ; 9 3/4 : 10 9 1/8 : 10 3/8: 11 ; 1 : 10 llllllllllllllll IIIIIII11111: MAYES TESTING ENGINEERS M7171996.0025.1.xls ID Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End Location Remarks 1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 269 :RED-WHT.. 126 9 3/4 10 1 /4 9 1 /8 10 3/8 11 1 /4 1 10 1 /4 IIIIIIIIIIIIIII' IIIIIIIIIIII I ____ 270 ;RED-WHT ..................... ............................................ ......................................... 126 9 3/4 _................................................................... 9 3/4 ................................. 9 1/8 10 3/8 ................................ ..... ...... ...................... 10 3/4 ..... ...... ...... ...... ...... .......... 1 ................................................................................................................................................................................................................................................................... 9 3/4 (IIIIIIIIIIIIIII :IIIIIIIIIIII .................................................................................................... .. 271 :RED-WHT 126 9 3/4 9 7/8 9 1/8 10 3/8 10 7/8 1 9 7/8 (IIIIIIIIIIIIIII IIIIIIIIIIII 272 ;RED-WHT 126 9 3/4 9 3/4 9 1/8 10 3/8 10 3/4 1 9 3/4 (IIIIIIIIIIIIIII IIIIIIIIIIII 273 ;RED-WHT; ........................................_................................................................... 126 9 3/4 9 7/8 ................................................................................................................................................................................................................................................ 9 1/8 10 3/8 10 7/8 1 19 7/8 (IIIIIIIIIIIIIII' IIIIIIIIIIII ...... ................................... ...... ...... ..... ..... ...... ...... ...... ........................ ...... ....................... ........................ ...... ...... ...... .................. ...... ...... ............................ 274 RED-WHT 126 9 3/4 9 7/8 9 1 /8 10 3/8 10 7/8 1 9 7/8 I II II I I I I I I I I I I I :IIIIIIIIIIII 275 ;RED-W HT; 126 9 3/4 9 1 /2 9 1 /8 10 3/8 10 1 /2 1 19 1 /2 (IIIIIIIIIIIIIII ;IIIIIIIIIIII /11 MAYES TESTING ENGINEERS M7171996.0025.1.xls Distribution Page Report Number: M7171996.0025 Service Date: 05/18/18 Report Date: 05/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0026 Service Date: 05/21/18 Report Date: 05/25/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Item 1: Observed the placement of (10) cubic yards of Miles mix 12550F into the Level 1 to 2 columns at grid lines CJ/C10, CK/C10, CL/C10, CJ/C9.2, CK/C9, CL/C9, CL/C7.8, CL/C6.8 and CL.9/C11. Concrete was placed by pump and mechanically consolidated. Cast (4) 4x8" test cylinders for compressive strength testing to reach 5000 psi at (28) days. Note: Column reinforcing was previously inspected on 05/16/18 and 05/18/18 and found in conformance. Item 2: Inspected reinforcing steel for the stem walls at grid lines CJ.9 to CK.1/C7.2 to C8.1, C1.1 to CJ/C8.5 to C9 and C1.2/C7 to C7.9. Reinforcement was inspected for size, grade, lap and spacing per General Structural Notes. Verify final clearances prior to placement. Note: Verified completion of southwest corner of elevator core. Note: Columns at grid lines CL/C11 and CH/Cl 1 need to correct tie spacing (#3 ties at 3" on center) for Zone B for the entire lap length of Lb (#7 = 49"). The contractor will schedule column inspection after corrections are completed. PRELIMINARY INSPECTION Item 2, columns at grid lines CL/C11 and C1.1/C11 need to correct tie spacing (#3 ties at 3" on center) for Zone B for the entire lap length of Lb (#7 = 49"). Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0026 Service Date: 05/21 /18 Report Date: 05/25/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0026A Service Date: 05/21/18 Report Date: 06/19/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/21/18 Sample Time: 1300 Sampled By: Andrew Bontrager Mix ID: 12550F Weather Conditions: Partly Sunny Supplier: Miles Accumulative Yards: 10 of 10 Batch Size (cy): 10 Batch Time: 1139 Plant: Placement Method: Pump Truck No.: C056 Ticket No.: 207179 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 1 to 2 Columns at grids Slump (in): 6 CL/C10, CJ/C9.2, CK/C9, CL/C9, Air Content (%): CL/C7.8, CL/C6.8, CL.9/C11, Concrete Temp. (F): 72 CJ/C10, CK/C10. Ambient Temp. (F): 70 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.99 12.5 05/22/18 05/28/18 7 54,060 4,320 2 ARC 1 b 3.98 12.44 05/22/18 06/18/18 28 70,450 5,660 2 KWB 1 c 3.99 12.5 05/22/18 06/18/18 28 71,660 5,730 2 KWB 1 d 3.99 12.5 05/22/18 06/18/18 28 72,680 5,810 2 KWB Average (28 days) 5,740 Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0026A Service Date: 05/21 /18 Report Date: 06/19/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0027 Service Date: 05/22/18 Report Date: 05/29/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Inspected Parking Level P1 to Level 1, 8" and 10" walls at grid line CH/C6 to C9 with the 8" walls at C7.9 and C8. Reinforcing appears to be per details of S301, SSK 25 and wall schedule of General Notes. Clearances, cleanliness and water stop to be verified prior to placement. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0027 Service Date: 05/22/18 Report Date: 05/29/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0028 Service Date: 05/23/18 Report Date: 05/31 /18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Reviewed Mayes Testing Engineers (MTE) report M7171996.0027 and verified waterstop placed on footing in a bead of CETSEAL in walls from Level P1 to L1 at grid lines CH from C6 to C9 and (2) at C7.9 and C8. Verified clearances prior to placement. Observed placement of Miles mix 155000PT placed by pump and vibrated for consolidation. Cast (4) 4x8" test cylinders for compressive strength testing. Inspected reinforcing steel for the column cages from Level P1 to L1 at grid lines C4'/CA'.8, C4'/CA'.6, CA/C4.6, CB.1/C3.9, CB.1/C3.1, CE/C3, CE.1/C3, CA'/C2', CA'.5/C2', and CL/C5.8. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Michael Mattox Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0028 Service Date: 05/23/18 Report Date: 05/31/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0028A Service Date: 05/23/18 Report Date: 05/31/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155111PI Supplier: Miles Sand and Gravel Batch Time: 1134 Plant: Mt. Vernon Truck No.: C054 Ticket No.: 207299 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 1/2 73 70 No. ID (in) _ 1 1 3.99 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Outside Plastic Lids Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 05/24/18 05/30/18 7 55,640 12.57 05/24/18 06/20/18 28 12.57 05/24/18 06/20/18 28 12.57 05/24/18 06/20/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Michael Mattox Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 05/23/18 Sample Time: 1228 Michael Mattox Sunny Batch Size (cy): Level P 1 to L 1 ramp walls, grids CH from C6 to C9 and 2 /C7.9 and 2/CB Compressive Strength Fracture Tested (psi) Type By 4,450 2 HRB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0028A Service Date: 05/23/18 Report Date: 05/31/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0029 Service Date: 05/25/18 Report Date: 06/06/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD-2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy Performed reinforcing steel inspection for the following items per the following details and specifications: 1. Columns, Level 1 to Level 2, at grid lines CL/C11, Cl/Cl 1, CH/C9.3, C10 and C10.4, and CC/C5 per approved plans details S201A and detail 15/S301. 2. Walls from Level 1 to Level 2 at grid lines CA/C2.8 to C3, CA'/C3.3' to C4', C3.8 to C4/CE to CE.8, CC'/C3' to C3.3', C5/CC to CE/, and C1.2/C5.8 to C7 per approved plans details S201A, S100 and S303. 3. Walls, Level 1 to Level 2, with attached columns at grid lines CE/C3 to C4 and C1/CC to CE placed per approved plans details S100, S201A, and S303. The columns and #4 reinforcing steel with hooks connecting them need to be verified prior to closing the column side of formwork. Other items can be closed with formwork. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0029 Service Date: 05/25/18 Report Date: 06/06/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0030 Service Date: 05/29/18 Report Date: 06/06/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD-2016-1538 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy On site for concrete placement and sampling. Approximately (63) cubic yards of Miles mix 0260A6P was placed by boom pump for slab -on -grade at surface parking lot. Additionally, (10) cubic yards of mix 12550F was placed at the column from Level 1 to Level 2 at grid lines CL/C5.8. A sample was obtained from both mixes and (4) 4x8" test cylinders were cast from each mix for compressive strength testing. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0030 Service Date: 05/29/18 Report Date: 06/06/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003013 Service Date: 05/29/18 Report Date: 06/06/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Batch Time: 0631 Plant: Truck No.: C186 Ticket No.: 207452 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 4.0 66 53 No. ID (in) 1 1 3.98 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 05/30/18 06/05/18 7 56,590 12.57 05/30/18 06/26/18 28 12.57 05/30/18 06/26/18 28 12.57 05/30/18 06/26/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 05/29/18 Sample Time: David Schmutzler Cloudy 31.5 Batch Size (cy): 10.5 Pump 10 Slab on Grade at SW corner of property Compressive Strength Fracture Tested (psi) Type By 4,550 2 KWB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0030B Service Date: 05/29/18 Report Date: 06/06/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003013 Service Date: 05/29/18 Report Date: 06/27/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 05/29/18 Sample Time: Sampled By: David Schmutzler Mix ID: 0260A6P Weather Conditions: Cloudy Supplier: Miles Accumulative Yards: 31.5 Batch Size (cy): 10.5 Batch Time: 0631 Plant: Placement Method: Pump Truck No.: C186 Ticket No.: 207452 Water Added Before (gal): 10 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab on Grade at SW corner of Slump (in): 5 property Air Content (%): 4.0 Concrete Temp. (F): 66 Ambient Temp. (F): 53 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 05/30/18 06/05/18 7 56,590 4,550 2 KWB 1 2 3.98 12.44 05/30/18 06/26/18 28 68,730 5,520 3 KWB 1 3 3.98 12.44 05/30/18 06/26/18 28 70,760 5,690 2 KWB 1 4 3.97 12.38 05/30/18 06/26/18 28 69,960 5,650 2 KWB Average (28 days) 5,620 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0030B Service Date: 05/29/18 Report Date: 06/27/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0030C Service Date: 05/29/18 Report Date: 06/06/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Batch Time: 0838 Plant: Truck No.: C084 Ticket No.: 207463 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 4 No. ID (in) 2 1 3.98 2 2 4.00 2 3 4.00 2 4 4.00 Initial Cure: Cure Box 67 54 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 05/30/18 06/05/18 7 60,260 12.57 05/30/18 06/26/18 28 12.57 05/30/18 06/26/18 28 12.57 05/30/18 06/26/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 05/29/18 Sample Time: David Schmutzler Cloudy 10 Batch Size (cy): 10 Pump Column, Level 1 to 2, grids CL/C5.8 Compressive Strength Fracture Tested (psi) Type By 4,840 5 KWB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0030C Service Date: 05/29/18 Report Date: 06/06/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0030C Service Date: 05/29/18 Report Date: 06/27/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/29/18 Sample Time: Sampled By: David Schmutzler Mix ID: 12550F Weather Conditions: Cloudy Supplier: Miles Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 0838 Plant: Placement Method: Pump Truck No.: C084 Ticket No.: 207463 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Column, Level 1 to 2, grids CL/C5.8 Slump (in): 4 Air Content (%): Concrete Temp. (F): 67 Ambient Temp. (F): 54 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 1 3.98 12.44 05/30/18 06/05/18 7 60,260 4,840 5 KWB 2 2 3.98 12.44 05/30/18 06/26/18 28 89,600 7,200 2 KWB 2 3 3.98 12.44 05/30/18 06/26/18 28 89,000 7,150 2 KWB 2 4 3.98 12.44 05/30/18 06/26/18 28 88,350 7,100 2 KWB Average (28 days) 7,150 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0030C Service Date: 05/29/18 Report Date: 06/27/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0031 Service Date: 06/01/18 Report Date: 06/06/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD-2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy, 50's Onsite to inspect and observe epoxy grouting of (4) #5 vertical dowels with 6" minimum embedment into wall footing; and (22) #4 dowels with 5" minimum embedment into existing foundation wall for new wall piers at residential entry at grid lines CAA/C4. Verified that holes were drilled to their required depth, cleaned, and dowels installed per manufacturer specifications and per RFI 27, detail SSK-26A. Contractor was able to obtain verbal approval from engineer -of -record to use Simpson SET-XP epoxy (lot 201 E160E, expiration 08/2019). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Earl Uy Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0031 Service Date: 06/01 /18 Report Date: 06/06/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0032A Service Date: 06/04/18 Report Date: 06/08/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast On site to verify and monitor completion of concrete placement. Inspected last (3) loads of Miles Sand & Gravel mix 155000PT. See Carl Reynolds' report (service date 06/04/18) for locations. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Edward Bauman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0032A Service Date: 06/04/18 Report Date: 06/08/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003213 Service Date: 06/04/18 Report Date: 06/12/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Batch Time: 0700 Plant: Truck No.: C185 Ticket No.: 106419 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 6 No. ID (in) 1 d 3.98 1 a 4.00 1 b 4.00 1 c 4.00 Initial Cure: Onsite Cooler 71 57 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 06/06/18 06/11/18 7 53,540 12.57 06/06/18 07/02/18 28 12.57 06/06/18 07/02/18 28 12.57 06/06/18 07/02/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 06/04/18 Sample Time: Carl Reynolds Cloudy Batch Size (cy): 10 Pump Level 1 to2 walls and columns Compressive Strength Fracture Tested (psi) Type By 4,300 2 HRB Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003213 Service Date: 06/04/18 Report Date: 06/12/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Batch Time: 1000 Plant: Truck No.: C082 Ticket No.: 106428 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 6 No. ID (in) 2 a 3.98 2 1 4.00 2 b 4.00 2 c 4.00 Initial Cure: Onsite Cooler 69 58 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 06/06/18 06/11/18 7 61,540 12.57 06/06/18 07/02/18 28 12.57 06/06/18 07/02/18 28 12.57 06/06/18 07/02/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 06/04/18 Sample Time: Carl Reynolds Cloudy Batch Size (cy): Pump Level 1 to2 walls and columns Compressive Strength Fracture Tested (psi) Type By 4,950 2 HRB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 2 of 2 Distribution Page Report Number: M7171996.0032B Service Date: 06/04/18 Report Date: 06/12/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003213 Service Date: 06/04/18 Report Date: 07/03/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/04/18 Sample Time: Sampled By: Carl Reynolds Mix ID: 155000PT Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: Batch Size (cy): 10 Batch Time: 0700 Plant: Placement Method: Pump Truck No.: C185 Ticket No.: 106419 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 1 to2 walls and columns Slump (in): 6 Air Content (%): Concrete Temp. (F): 71 Ambient Temp. (F): 57 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 d 3.98 12.44 06/06/18 06/11/18 7 53,540 4,300 2 HRB 1 a 3.98 12.44 06/06/18 07/02/18 28 70,770 5,690 2 KWB 1 b 3.98 12.44 06/06/18 07/02/18 28 73,170 5,880 2 KWB 1 c 3.97 12.38 06/06/18 07/02/18 28 71,360 5,760 2 KWB Average (28 days) 5,780 Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.003213 Service Date: 06/04/18 Report Date: 07/03/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/04/18 Sample Time: Sampled By: Carl Reynolds Mix ID: 155000PT Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: Batch Size (cy): Batch Time: 1000 Plant: Placement Method: Pump Truck No.: C082 Ticket No.: 106428 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 1 to2 walls and columns Slump (in): 6 Air Content (%): Concrete Temp. (F): 69 Ambient Temp. (F): 58 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 a 3.98 12.44 06/06/18 06/11/18 7 61,540 4,950 2 HRB 2 1 3.97 12.38 06/06/18 07/02/18 28 79,070 6,390 2 KWB 2 b 3.98 12.44 06/06/18 07/02/18 28 84,900 6,820 2 KWB 2 c 3.98 12.44 06/06/18 07/02/18 28 80,770 6,490 2 KWB Average (28 days) 6,570 Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 2 Distribution Page Report Number: M7171996.0032B Service Date: 06/04/18 Report Date: 07/03/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0033 Service Date: 06/07/18 Report Date: 06/28/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: Performed reinforcing steel inspection for the following items: M7171996 Cloudy The columns from Level 1 to Level 2 at grid lines CA.2'/C1' and CB'/Cl' per details on S201A, detail 15/S301 and per specifications. The columns with attached 8" wall from Level 1 to Level 2 at grid lines CA/5'/C4' and CB'/C4' per S2/1A, detail 7/S300 and per specifications. The wall section from Level 1 to Level 2 at grid line C7/CH to Cl per details on S201A, S100, detail 13/S303 and per specifications. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0033 Service Date: 06/07/18 Report Date: 06/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0034 Service Date: 06/08/18 Report Date: 06/13/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 590F Observed placement of (12) cubic yards of Miles mix 12550F at the following locations: • The piers from Level 1 to Level 2 at grid lines C4'/CA.3' and C4'/CB'. • The columns from Level 1 to Level 2 at grid lines C2'/C1.3', C1/CB, C2/CB, C2/CD, C4'/CA.6, C4'/CA.8, C3/CE.3, C2'/CA', C2'/CA.5, C1'/CF.8, C1'/Cl.8 and Cl'/CB'. Reinforcing was previously verified. Concrete was placed via pump hose and mechanically consolidated. Obtained test specimens and cast (4) 4x8" test cylinders for compressive strength testing (5000 psi at 28 days). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0034 Service Date: 06/08/18 Report Date: 06/13/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0034A Service Date: 06/08/18 Report Date: 06/19/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 12550F Supplier: Miles Sand and Gravel Batch Time: 0636 Plant: 125 Truck No.: C186 Ticket No.: 106650 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.98 1 2 1 3 1 4 Initial Cure: Cure Box Result Specification 6 67 59 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 06/11/18 06/15/18 7 53,180 06/11/18 07/06/18 28 06/11/18 07/06/18 28 06/11/18 07/06/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 06/08/18 Sample Time: 0745 Charles Solway 590 12 Batch Size (cy): 10 Pump 15 Level L1 to L2 column at C1/CB Level L1 to L2, 12 columns and 2 piers Compressive Strength Fracture Tested (psi) Type By 4,270 2 JHK Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0034A Service Date: 06/08/18 Report Date: 06/19/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0034A Service Date: 06/08/18 Report Date: 07/09/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 06/08/18 Sample Time: 0745 Sampled By: Charles Solway Mix ID: 12550F Weather Conditions: 590 Supplier: Miles Sand and Gravel Accumulative Yards: 12 Batch Size (cy): 10 Batch Time: 0636 Plant: 125 Placement Method: Pump Truck No.: C186 Ticket No.: 106650 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Level L1 to L2 column at C1/CB Test Result Specification Placement Location: Level L1 to L2, 12 columns and 2 Slump (in): 6 piers. Air Content (%): Concrete Temp. (F): 67 Ambient Temp. (F): 59 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 06/11/18 06/15/18 7 53,180 4,270 2 JHK 1 2 3.99 12.5 06/11/18 07/06/18 28 74,990 6,000 3 HRB 1 3 3.99 12.5 06/11/18 07/06/18 28 73,770 5,900 2 HRB 1 4 3.98 12.44 06/11/18 07/06/18 28 74,690 6,000 2 HRB Average (28 days) 5,970 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0034A Service Date: 06/08/18 Report Date: 07/09/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0035 Service Date: 06/11/18 Report Date: 06/14/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny, 60's On site for concrete observation for fiber mesh concrete slab -on -grade and reinforced concrete ramp slab -on - grade at the following locations: 1. Between lines C5.3 and C11 from grids CK to CL.5 on southeast side boundary and along line CC'.5 on north side boundary. 2. Between line CH and CK from line C9 to C11. 3. For 6" concrete slab -on -grade ramp. Reinforcing steel has been verified for size, grade, clearance and spacing prior to concrete placement per structural drawing S201, S301 and RFI 013 and 025. A total of (167) cubic yards of Miles concrete mix 026006P was delivered and a representative sample was obtained. Cast (8) 4x8" test cylinders for compressive strength testing. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0035 Service Date: 06/11 /18 Report Date: 06/14/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0035A Service Date: 06/11/18 Report Date: 06/19/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 0730 Plant: Truck No.: C059 Ticket No.: Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 6 64 56 Set Specimen Avg Diam. No. ID (in) _ 1 A 3.98 1 B 1 C 1 D Initial Cure: Outside Plastic Lids Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 06/12/18 06/18/18 7 47,800 06/12/18 07/09/18 28 06/12/18 07/09/18 28 06/12/18 07/09/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 06/11/18 Sample Time: 0800 Asteway Kidane Sunny, 50's 20 Batch Size (cy): 10 Pump 1. Slab -on -grade between grid lines C5.3 and CI I from lines CK to CL.5 on SE side boundary and along line CC'.5 on N side boundary. 2. Between grid lines CH and CK from line C9 to C11. 3. For 6" concrete slab -on -grade ramp. Compressive Strength Fracture Tested (psi) Type By 3,840 2 KWB Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0035A Service Date: 06/11/18 Report Date: 06/19/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand & Gravel Batch Time: 1102 Plant: Truck No.: C059 Ticket No.: 106736 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 6 69 60 Set Specimen Avg Diam. No. ID (in) _ 2 A 3.98 2 B 2 C 2 D Initial Cure: Outside Plastic Lids Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 06/12/18 06/18/18 7 47,420 06/12/18 07/09/18 28 06/12/18 07/09/18 28 06/12/18 07/09/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 06/11/18 Sample Time: 1200 Asteway Kidane Sunny, 60's 160 Batch Size (cy): 10 Pump 1. Slab -on -grade between grid lines C5.3 and CI I from lines CK to CL.5 on SE side boundary and along line CC'.5 on N side boundary. 2. Between grid lines CH and CK from line C9 to C11. 3. For 6" concrete slab -on -grade ramp. Compressive Strength Fracture Tested (psi) Type By 3,810 5 KWB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 2 of 2 Distribution Page Report Number: M7171996.0035A Service Date: 06/11 /18 Report Date: 06/19/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0035A Service Date: 06/11/18 Report Date: 07/10/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 06/11/18 Sample Time: 0800 Sampled By: Asteway Kidane Mix ID: 026006P Weather Conditions: Sunny, 50's Supplier: Miles Sand & Gravel Accumulative Yards: 20 Batch Size (cy): 10 Batch Time: 0730 Plant: Placement Method: Pump Truck No.: C059 Ticket No.: Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: 1. Slab -on -grade between grid lines Slump (in): 6 C5.3 and CI I from lines CK to CL.5 Air Content (%): on SE side boundary and along line Concrete Temp. (F): 64 CC'.5 on N side boundary. 2. Ambient Temp. (F): 56 Between grid lines CH and CK from Plastic Unit Wt. (pcf): line C9 to C11. 3. For 6" concrete Yield (Cu. Yds.): slab -on -grade ramp. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 3.98 12.44 06/12/18 06/18/18 7 47,800 3,840 2 KWB 1 B 3.99 12.5 06/12/18 07/09/18 28 66,390 5,310 2 HRB 1 C 3.99 12.5 06/12/18 07/09/18 28 68,940 5,510 2 HRB 1 D 3.98 12.44 06/12/18 07/09/18 28 67,690 5,440 2 HRB Average (28 days) 5,420 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0035A Service Date: 06/11/18 Report Date: 07/10/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 06/11/18 Sample Time: 1200 Sampled By: Asteway Kidane Mix ID: 026006P Weather Conditions: Sunny, 60's Supplier: Miles Sand & Gravel Accumulative Yards: 160 Batch Size (cy): 10 Batch Time: 1102 Plant: Placement Method: Pump Truck No.: C059 Ticket No.: 106736 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: 1. Slab -on -grade between grid lines Slump (in): 6 C5.3 and CI I from lines CK to CL.5 Air Content (%): on SE side boundary and along line Concrete Temp. (F): 69 CC'.5 on N side boundary. 2. Ambient Temp. (F): 60 Between grid lines CH and CK from Plastic Unit Wt. (pcf): line C9 to C11. 3. For 6" concrete Yield (Cu. Yds.): slab -on -grade ramp. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 A 3.98 12.44 06/12/18 06/18/18 7 47,420 3,810 5 KWB 2 B 3.98 12.44 06/12/18 07/09/18 28 60,990 4,900 2 HRB 2 C 3.99 12.5 06/12/18 07/09/18 28 63,430 5,070 2 HRB 2 D 3.98 12.44 06/12/18 07/09/18 28 58,390 4,690 2 HRB Average (28 days) 4,890 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 2 Distribution Page Report Number: M7171996.0035A Service Date: 06/11 /18 Report Date: 07/10/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0037 Service Date: 06/15/18 Report Date: 06/21 /18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear On site to inspect 8" and 10" wall reinforcement from Level 1 to Level 2 at grid lines C6 to C9/CH to CJ. Dowels not installed at stairs along grid C8. Contractor intends to post -install these dowels. No detail provided for this condition. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0037 Service Date: 06/15/18 Report Date: 06/21/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0038 Service Date: 06/19/18 Report Date: 06/26/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Observed the placement of (96.5) cubic yards of Miles Sand and Gravel mix 155000PT for the Level 1 to 2 walls at grid lines CK/C6 to C7.5, C6 to C9/CH to CJ and C1/C5 angled wall. Reinforcing inspected on 06/04/18, 06/15/18, and a final inspection was conducted today including cleanliness and clearances. Concrete was placed by pump and mechanically vibrated. Cast one (1) set of (4) 4x8" test cylinders for compressive strength testing (4000 psi at 28 days). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0038 Service Date: 06/19/18 Report Date: 06/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0038A Service Date: 06/19/18 Report Date: 06/27/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Batch Time: 1244 Plant: 125 Truck No.: 686 Ticket No.: 107115 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 3/4 Max 6 5.0 4.5 - 7.5 79 50 - 90 80 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 06/19/18 Sample Time: 1354 David Bernier Sun 25 Batch Size (cy): 10 Pump 15 L 1 to L2 wall, grids C 1 /C5 L 1 to L2 wall Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.98 12.44 06/20/18 06/26/18 7 50,890 4,090 2 KWB 1 b 06/20/18 07/17/18 28 1 c 06/20/18 07/17/18 28 1 d 06/20/18 07/17/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 68 Max Temp: 121 Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0038A Service Date: 06/19/18 Report Date: 06/27/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0038A Service Date: 06/19/18 Report Date: 07/18/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Specified Strength: 4,000 psi @ Mix ID: 155000PT Supplier: Miles Sand and Gravel Batch Time: 1244 Plant: Truck No.: 686 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: 125 Ticket No.: 107115 Result Specification 5 3/4 Max 6 5.0 4.5 - 7.5 79 50 - 90 80 Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 06/19/18 Sample Time: 1354 David Bernier Sunny 25 Batch Size (cy): 10 Pump 15 Level L1 to L2 wall, grids C1/C5 Level L1 to L2 wall. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.98 12.44 06/20/18 06/26/18 7 50,890 4,090 2 KWB 1 b 3.98 12.44 06/20/18 07/17/18 28 62,490 5,020 2 KWB 1 c 3.98 12.44 06/20/18 07/17/18 28 67,480 5,420 2 KWB 1 d 3.98 12.44 06/20/18 07/17/18 28 66,220 5,320 2 KWB Average (28 days) 5,260 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 68 Max Temp: 121 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0038A Service Date: 06/19/18 Report Date: 07/18/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0039 Service Date: 07/10/18 Report Date: 07/13/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No.: M7171996 Weather: Overcast, partly sunny Level 2 South Post -Tension (PT) Deck Began inspection of Level 2, south PT deck between grid lines CH to CL+/C5 to C11. Inspected the reinforcement for size, grade, lap and spacing per plans. Inspected tendons for count and profile per Shop drawings and RFI 029. The following need completion or are in process: 1. Install (5) #4 top and (2) #4 bottom at concrete walls along the exterior at grid lines CH/C6.5 to C8.5, C11/CJ to CK, CL+/C5 to C5.7, and CL+/C8.5 to C10.5 per Engineer's verbal instruction. 2. Install (2) #5 in haunch of grillage hairpins per detail 15/S302 (Engineer verbal okay with #4). 3. Install (1) #5 in haunch of 90° hook bar in steps per detail 17/S303 (Engineer verbal okay with #4). 4. Install corner reinforcement shown on S202A (type per details 3/S302 and 11/S303). 5. Install "added" #4 at 24" on center between grid lines CK.7 to CL+ on grid C5.5. Completed. 6. Verify the installation of any trim reinforcement for hold-downs and penetrations. 7. Install #5 at 12" top with 90' hook and #4 at 12" bottom for stair landing at grid lines CJ.5/C8 per detail 18/S304. 8. Install #4 curb/landing dowels at grid lines Cl/C8. Attended Engineer walk of Level 2 south PT deck between grid lines CH to CL+/C5 to C11 with T. Shoentrup with Quantum. The Engineer noted corrections to the deck in Structural Field Report (see attached). Verify final clearances and cleanliness prior to placement. PRELIMINARY INSPECTION Confirm corrections of Items noted above and on Engineer's directive. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 QUANTUM 1 C O N S U L T I N G E N G I N E E R S STRUCTURAL OBSERVATIONS FIELD REPORT TO: DATE: Sergio Ortega July 10, 2018 (Tuesday) W.G. Clark Construction — Project Engineer 10:30 AM —1:30 PM BY: PROJECT: Todd Schoentrup, P.E. The Village at Westgate, Edmonds, WA Level 2 PT Slab (South) PROJECT NUMBER: 16369.02 Attendees: Todd Schoentrup, Quantum; Rick Sains, W.G. Clark; Andrew Bontrager, Mayes Testing Engineers Conditions: Mostly Sunny, 70 degrees 07/10/2018 — Quantum Consulting Engineers Site Visit — Level 2 PT Slab Structural Observations At the time of my site visit, all of the post -tensioning cables and a majority of the slab reinforcing was installed for the Level 2 PT Slab. The work to install the remaining slab reinforcing was ongoing during my time at the project site. The MEP sleeves and electrical conduit were also installed, with the sub -contractor set to return to replace some of the plastic pipe sleeves with the required steel pipe sleeves near the tendon anchorage. The South end of the second floor deck, between Grids C5 and C11, has been inspected by Mayes and the Special Inspector will also provide W.G. Clark with a list of corrections in addition to the verbal direction that was given during our walkthrough. Some of the corrections listed below have already been addressed during our time at the site, but the Mayes inspector is scheduled to return to the site on Wednesday (07/11/18) to perform a final inspection of all noted correction items for compliance prior to the scheduled concrete placement on Thursday (07/12/18). Most of the structural elements visually observed during the site visit appeared to be in general conformance with the structural drawings and the shop drawings; however, the following corrective actions are required: 1.) At (2) exterior balcony/deck locations near Grid C11, a plastic drain pipe sleeve has been installed in the PT anchor "crush zone' as shown in detail 6/S302. These non -compliant pipe sleeves have been discussed with the contractor and sub -contractor and they will be replaced with steel pipe sleeves as noted in the detail. 2.) There are missing slab edge bars at many locations around the perimeter as shown in detail 11/S303. It is acceptable to use #4 slab edge bars in lieu of the #5 specified bars. At all slab edges with perimeter wall anchor bolts, make sure the 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com Field Report — The Village at Westgate — Level 2 PT Slab (South) July 11, 2018 Page 2 slab edge reinforcing is located between the row of anchor bolts and the slab edge. In addition at the elevated slab corners, the #4 top and bottom bars have not been installed as shown in detail 3/S302. Refer to the structural plans (S202A) and the approved Level 2 reinforcing shop drawings for the slab reinforcing required at the perimeter locations. 3.) There is a group of (6) MEP sleeves located in close proximity near Grids C9 and CJ that shall be trimmed out with (2) #4 bars on each side (top and bottom) and extend 12" past the group at each end similar to detail 3/S303. 4.) Provide additional #6 slab bars (top and bottom) at all shear wall holdown locations per detail 20/S400. If equivalent reinforcing is located around the holdown anchors, then the #6 bars are not required to be added to the rebar that is already in place. The slab bars at the holdown anchors were being installed during our time at the project site. 5.) Provide (4) #6 x 10'-0" (min.) top bars centered over the (2) columns near the slab edge corner at Grids C11 and CH. The #6 top bars are indicated on both the structural plans (S202A) and the approved Level 2 reinforcing shop drawings. We discussed the missing top bars with the contractor and sub -contractor during our walkthrough. 6.) Provide additional #5 top bars x 10'-0" long at 6" on -center (8 bars minimum) each side of the closure strip near Grid CK at the end of the banded tendon group. Extend the bars into the closure strip from each side and lap bars 3'-0" minimum. 7.) At each perimeter concrete wall location below, there is no longitudinal crack control reinforcing in the PT slab as shown on detail 5/S303. We directed the contractor and sub -contractor to install (5) #4 top bars and additional #4 bottom bars at 12" o.c. (as needed) between the typical slab reinforcing along the entire length of the walls. 8.) Provide #3 hairpin ties as shown in detail 7/S302 for the banded tendons that are skewed/sweep around the stair #3 opening near Grids CI and CJ. The tendon sweep location was pointed out to the inspector during our walkthrough. The hairpins at the banded tendons were being installed during our time at the project site. 9.) Along Grid CL between Grids C7 and C8, there is an intermediate stressing pocket for the banded tendons. Shear keys in accordance with sketch SSK-27B and detail 20/S300 for this construction joint need to be added at the edges of the stressing pocket. Field Report — The Village at Westgate — Level 2 PT Slab (South) July 11, 2018 Page 3 10.) There was a missing shear wall holdown (H4) found near Grids CK and C5.5. Also, there was no holdown (H4) installed at the stair #3 opening per RFI #31 response. Both holdowns shall be installed with 10" minimum embed into the Level 2 PT slab per detail 20/5400. The contractor was notified of these holdown locations and he said they will be installed per the structural drawings prior to the slab placement. 11.) There are missing slab diagonal bars at the stair #3 opening per detail 2/S302. In addition, the #4 wall/slab dowels are missing for the small section of concrete slab above stair #3 per 18/S304. Furthermore, provide #5 hooked top bars at 12" on -center along the slab edge at the top of the stairs similar to detail 17/S303. These slab bars and dowels were discussed with the special inspector and the contractor. 12.) At many locations, the PT tendons and slab reinforcing are touching the MEP sleeve penetrations or the electrical conduit. The tendons and conduit shall be adjusted slightly to provide some clearance for concrete placement. 13.) There is a relatively small amount of flexible conduit running through the slab. The conduit locations and separation between the adjacent conduit runs were discussed with the special inspector and the contractor. 14.) Several of the slab bottom bars were observed to be touching the deck formwork. In general, all bars and dowels should be adjusted (as needed) to provide minimum clearances for concrete placement. 15.) There are a number of steel embed plates with headed studs attached to the deck form boards. These will be used to attach the residential balconies and canopies per detail 18/5303 and appear to be acceptable as installed. The installation of the embed plates was ongoing during our time at the project site. 16.) Clean the slab of all debris. Replace all damaged or knocked over rebar and tendon chairs. GENERAL COMMENTS The comments described here are based on visual observations made during a brief visit to the project site, which was intended to examine the project's general conformance with the structural plans and details. This is not to be interpreted as an official inspection, which should still be provided by the independent special inspection agency and the building official as required by the project. Please forward this report to the building department and the special inspector as required. Feel free to contact us if you have any questions or comments. Distribution Page Report Number: M7171996.0039 Service Date: 07/10/18 Report Date: 07/13/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0040 Service Date: 07/11/18 Report Date: 07/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Level 2 South Post -Tension (PT) Deck: Completed inspection of Level 2 south PT deck between grid lines CH to CL+/C5 to C11. Inspected the reinforcement for size, grade, lap and spacing per plans. Inspected tendons for count and profile per shop drawings and RFI 029. Verified completion of the following items: 1. Install (5) #4 top and (2) #4 bottom at concrete walls along the exterior at grid lines CH/C6.5 to C8.5, C11/CJ to CK, CL+/C5 to C5.7, and CL+/C8.5 to C10.5 per Engineer's verbal instruction. Complete. 2. Install (2) #5 in haunch of grillage hairpins, per Engineer, verbal okay with #4. Complete. 3. Install (1) #5 in haunch of 90' hook bar in steps, per Engineer, verbal okay with #4. Complete. 4. Install corner reinforcement shown on S202A (Typ. per details 3/S302 and 11/S303). Complete. 5. Install "added" #4 at 24" on center between grid lines CK.7 to CL+ on grid C5.5. Complete. 6. Verify the installation of any trim reinforcement for hold-downs and penetrations. Complete. 7. Install #5 at 12" top with 900 hook and #4 at 12" bottom for stair landing at grid lines CJ.5/C8 per detail 18/S304. Complete. 8. Install #4 curb/landing dowels at grids Cl/C8. Complete. The engineer noted corrections to the deck in Structural Field Report (see attachment), the items that pertained to this deck are now completed. Verify Final Clearances and Cleanliness prior to placement The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.10 Page 1 of 2 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0040 Service Date: 07/11/18 Report Date: 07/17/18 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle. WA 98106 Proiect No.: M7171996 Level 2 North PT Deck: Began inspection of Level 2 north PT deck between grid lines CA to CL/C1 to C6. Inspected the reinforcement for size, grade, lap and spacing per plans. Inspected tendons for count and profile per Shop drawings. The following need completion or in the process of completion: 1. Install concrete wall reinforcement along the exterior, various locations, per detail 5/S303. 2. Install (2) #5 in haunch of grillage hairpins per detail 15/S302. 3. Install (1) #5 in haunch of 90' hook bar in steps at various locations per detail 17/S303. 4. Install #6 reinforcement at 6" on center for BM3 along grid CC'/Cl' to C2', per Engineer's verbal direction. 5. Install remaining top mat at grids CH/C6, CG/C4.5, CF.5/C3.5, CC.5/C1, CA/C3, and CB/C5. 6. Verify the installation of any trim reinforcement for hold-downs and penetrations. Verify final clearances and cleanliness prior to placement. Engineer Walk Scheduled for Monday 07/16/18. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 2 of 2 QUANTUM 1 C O N S U L T I N G E N G I N E E R S STRUCTURAL OBSERVATIONS FIELD REPORT TO: DATE: Sergio Ortega July 10, 2018 (Tuesday) W.G. Clark Construction — Project Engineer 10:30 AM —1:30 PM BY: PROJECT: Todd Schoentrup, P.E. The Village at Westgate, Edmonds, WA Level 2 PT Slab (South) PROJECT NUMBER: 16369.02 Attendees: Todd Schoentrup, Quantum; Rick Sains, W.G. Clark; Andrew Bontrager, Mayes Testing Engineers Conditions: Mostly Sunny, 70 degrees 07/10/2018 — Quantum Consulting Engineers Site Visit — Level 2 PT Slab Structural Observations At the time of my site visit, all of the post -tensioning cables and a majority of the slab reinforcing was installed for the Level 2 PT Slab. The work to install the remaining slab reinforcing was ongoing during my time at the project site. The MEP sleeves and electrical conduit were also installed, with the sub -contractor set to return to replace some of the plastic pipe sleeves with the required steel pipe sleeves near the tendon anchorage. The South end of the second floor deck, between Grids C5 and C11, has been inspected by Mayes and the Special Inspector will also provide W.G. Clark with a list of corrections in addition to the verbal direction that was given during our walkthrough. Some of the corrections listed below have already been addressed during our time at the site, but the Mayes inspector is scheduled to return to the site on Wednesday (07/11/18) to perform a final inspection of all noted correction items for compliance prior to the scheduled concrete placement on Thursday (07/12/18). Most of the structural elements visually observed during the site visit appeared to be in general conformance with the structural drawings and the shop drawings; however, the following corrective actions are required: 1.) At (2) exterior balcony/deck locations near Grid C11, a plastic drain pipe sleeve has been installed in the PT anchor "crush zone' as shown in detail 6/S302. These non -compliant pipe sleeves have been discussed with the contractor and sub -contractor and they will be replaced with steel pipe sleeves as noted in the detail. 2.) There are missing slab edge bars at many locations around the perimeter as shown in detail 11/S303. It is acceptable to use #4 slab edge bars in lieu of the #5 specified bars. At all slab edges with perimeter wall anchor bolts, make sure the 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com Field Report — The Village at Westgate — Level 2 PT Slab (South) July 11, 2018 Page 2 slab edge reinforcing is located between the row of anchor bolts and the slab edge. In addition at the elevated slab corners, the #4 top and bottom bars have not been installed as shown in detail 3/S302. Refer to the structural plans (S202A) and the approved Level 2 reinforcing shop drawings for the slab reinforcing required at the perimeter locations. 3.) There is a group of (6) MEP sleeves located in close proximity near Grids C9 and CJ that shall be trimmed out with (2) #4 bars on each side (top and bottom) and extend 12" past the group at each end similar to detail 3/S303. 4.) Provide additional #6 slab bars (top and bottom) at all shear wall holdown locations per detail 20/S400. If equivalent reinforcing is located around the holdown anchors, then the #6 bars are not required to be added to the rebar that is already in place. The slab bars at the holdown anchors were being installed during our time at the project site. 5.) Provide (4) #6 x 10'-0" (min.) top bars centered over the (2) columns near the slab edge corner at Grids C11 and CH. The #6 top bars are indicated on both the structural plans (S202A) and the approved Level 2 reinforcing shop drawings. We discussed the missing top bars with the contractor and sub -contractor during our walkthrough. 6.) Provide additional #5 top bars x 10'-0" long at 6" on -center (8 bars minimum) each side of the closure strip near Grid CK at the end of the banded tendon group. Extend the bars into the closure strip from each side and lap bars 3'-0" minimum. 7.) At each perimeter concrete wall location below, there is no longitudinal crack control reinforcing in the PT slab as shown on detail 5/S303. We directed the contractor and sub -contractor to install (5) #4 top bars and additional #4 bottom bars at 12" o.c. (as needed) between the typical slab reinforcing along the entire length of the walls. 8.) Provide #3 hairpin ties as shown in detail 7/S302 for the banded tendons that are skewed/sweep around the stair #3 opening near Grids CI and CJ. The tendon sweep location was pointed out to the inspector during our walkthrough. The hairpins at the banded tendons were being installed during our time at the project site. 9.) Along Grid CL between Grids C7 and C8, there is an intermediate stressing pocket for the banded tendons. Shear keys in accordance with sketch SSK-27B and detail 20/S300 for this construction joint need to be added at the edges of the stressing pocket. Field Report — The Village at Westgate — Level 2 PT Slab (South) July 11, 2018 Page 3 10.) There was a missing shear wall holdown (H4) found near Grids CK and C5.5. Also, there was no holdown (H4) installed at the stair #3 opening per RFI #31 response. Both holdowns shall be installed with 10" minimum embed into the Level 2 PT slab per detail 20/5400. The contractor was notified of these holdown locations and he said they will be installed per the structural drawings prior to the slab placement. 11.) There are missing slab diagonal bars at the stair #3 opening per detail 2/S302. In addition, the #4 wall/slab dowels are missing for the small section of concrete slab above stair #3 per 18/S304. Furthermore, provide #5 hooked top bars at 12" on -center along the slab edge at the top of the stairs similar to detail 17/S303. These slab bars and dowels were discussed with the special inspector and the contractor. 12.) At many locations, the PT tendons and slab reinforcing are touching the MEP sleeve penetrations or the electrical conduit. The tendons and conduit shall be adjusted slightly to provide some clearance for concrete placement. 13.) There is a relatively small amount of flexible conduit running through the slab. The conduit locations and separation between the adjacent conduit runs were discussed with the special inspector and the contractor. 14.) Several of the slab bottom bars were observed to be touching the deck formwork. In general, all bars and dowels should be adjusted (as needed) to provide minimum clearances for concrete placement. 15.) There are a number of steel embed plates with headed studs attached to the deck form boards. These will be used to attach the residential balconies and canopies per detail 18/5303 and appear to be acceptable as installed. The installation of the embed plates was ongoing during our time at the project site. 16.) Clean the slab of all debris. Replace all damaged or knocked over rebar and tendon chairs. GENERAL COMMENTS The comments described here are based on visual observations made during a brief visit to the project site, which was intended to examine the project's general conformance with the structural plans and details. This is not to be interpreted as an official inspection, which should still be provided by the independent special inspection agency and the building official as required by the project. Please forward this report to the building department and the special inspector as required. Feel free to contact us if you have any questions or comments. Distribution Page Report Number: M7171996.0040 Service Date: 07/11 /18 Report Date: 07/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0041 Service Date: 07/12/18 Report Date: 07/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (21) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Level 2 South Post -Tension (PT) Deck All items listed in Mayes Testing Engineers (MTE) preliminary report M7171996.0039, service date 07/10/18, concerning this deck and the Engineer Field report were found to be completed. This report clears MTE preliminary report M7171996.0039. Observed the placement of (383) cubic yards of Miles Sand and Gravel mix 156000 into Level 2, south PT deck between grid lines CH to CL+/C5 to C11. Concrete was placed by pump and was mechanically consolidated. Cast (3) sets of (3) 4x8" field cure and (4) sets of (3) 4x8" lab cure test cylinders for compressive strength testing to reach 5000 psi at (28) days (3500 psi before stressing operations). Note: Some of the beginning loads during slump tests, exceeded the maximum slump of 6" (allowed water was not exceeded). Also, upon placement, a bracing for the deck gave -way and subcontractor was instructed to wait so it could be secured; while waiting, a possible cold joint may have occurred along grid lines C6/CI to CJ.5 and CJ.5/C5.5 to C6. CORRECTIVE ACTIONS TAKEN All items from MTE preliminary report M7171996.0039 and Engineer's Field Report have been corrected or completed, clearing MTE preliminary report 0039. PRELIMINARY INSPECTION Pending break results. Additional Inspector on site: Marco Martinez Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Andrew Bontrager Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: M7171996.0041 Service Date: 07/12/18 Report Date: 07/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/16/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days 3,500 psi @ 4 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0501 Plant: Everett Truck No.: C141 Ticket No.: 209287 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 8 No. ID (in) 1 5 3.98 1 6 3.98 1 7 3.98 1 1 1 2 1 3 1 4 Initial Cure: Cure Box 74 55 Sample Date: 07/12/18 Sample Time: 0555 Sampled By: Marco Martinez Weather Conditions: Sunny Accumulative Yards: 80 Batch Size (cy): 10 Placement Method: pump Water Added Before (gal): 5 Water Added After (gal): 0 Slump After (in); 8 Sample Location: truck chute Placement Location: Level 2 PT Deck South between gridlines CH to CL+/C5 to C11. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 07/13/18 07/16/18 4 F 77,880 12.44 07/13/18 07/16/18 4 F 76,380 12.44 07/13/18 07/16/18 4 F 75,750 07/13/18 07/19/18 7 07/13/18 08/09/18 28 07/13/18 08/09/18 28 07/13/18 08/09/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By 6,260 2 JHK 6,140 2 JHK 6,090 2 JHK Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/16/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0810 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 220 Batch Size (cy): 10 Batch Time: 0700 Plant: Everett Placement Method: pump Truck No.: C082 Ticket No.: 209303 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.75 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 3/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 75 Ambient Temp. (F): 63 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 2 5 3.98 2 6 3.98 2 7 3.98 2 1 2 2 2 3 2 4 Initial Cure: Cure Box Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 07/13/18 07/16/18 4 F 74,680 12.44 07/13/18 07/16/18 4 F 72,730 12.44 07/13/18 07/16/18 4 F 67,420 07/13/18 07/19/18 7 07/13/18 08/09/18 28 07/13/18 08/09/18 28 07/13/18 08/09/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By 6,000 2 JHK 5,850 2 JHK 5,420 2 JHK Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/16/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0940 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 310 Batch Size (cy): 10 Batch Time: 0836 Plant: Everett Placement Method: pump Truck No.: C060 Ticket No.: 209318 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.25 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 1/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 77 Ambient Temp. (F): 68 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 3 5 3.98 3 6 3.99 3 7 3.98 3 1 3 2 3 3 3 4 Initial Cure: Cure Box Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 07/13/18 07/16/18 4 F 72,660 12.5 07/13/18 07/16/18 4 F 75,880 12.44 07/13/18 07/16/18 4 F 70,280 07/13/18 07/19/18 7 07/13/18 08/09/18 28 07/13/18 08/09/18 28 07/13/18 08/09/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By 5,840 2 JHK 6,070 2 JHK 5,650 3 JHK Reviewed By: ZZt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cx000t, 11-16-12, xev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0041 B Service Date: 07/12/18 Report Date: 07/16/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/20/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0555 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 80 Batch Size (cy): 10 Batch Time: 0501 Plant: Everett Placement Method: pump Truck No.: C141 Ticket No.: 209287 Water Added Before (gal): 5 Water Added After (gal): 0 Slump After (in); 8 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 8 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 74 Ambient Temp. (F): 55 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 5 3.98 12.44 07/13/18 07/16/18 4 F 77,880 6,260 2 JHK 1 6 3.98 12.44 07/13/18 07/16/18 4 F 76,380 6,140 2 JHK 1 7 3.98 12.44 07/13/18 07/16/18 4 F 75,750 6,090 2 JHK 1 1 3.98 12.44 07/13/18 07/19/18 7 85,350 6,860 2 TJW 1 2 07/13/18 08/09/18 28 1 3 07/13/18 08/09/18 28 1 4 07/13/18 08/09/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 4 day specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Pagel of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/20/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0810 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 220 Batch Size (cy): 10 Batch Time: 0700 Plant: Everett Placement Method: pump Truck No.: C082 Ticket No.: 209303 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.75 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 3/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 75 Ambient Temp. (F): 63 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 5 3.98 12.44 07/13/18 07/16/18 4 F 74,680 6,000 2 JHK 2 6 3.98 12.44 07/13/18 07/16/18 4 F 72,730 5,850 2 JHK 2 7 3.98 12.44 07/13/18 07/16/18 4 F 67,420 5,420 2 JHK 2 1 3.98 12.44 07/13/18 07/19/18 7 79,360 6,380 2 TJW 2 2 07/13/18 08/09/18 28 2 3 07/13/18 08/09/18 28 2 4 07/13/18 08/09/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 4 day specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004113 Service Date: 07/12/18 Report Date: 07/20/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0940 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 310 Batch Size (cy): 10 Batch Time: 0836 Plant: Everett Placement Method: pump Truck No.: C060 Ticket No.: 209318 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.25 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 1/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 77 Ambient Temp. (F): 68 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 5 3.98 12.44 07/13/18 07/16/18 4 F 72,660 5,840 2 JHK 3 6 3.99 12.5 07/13/18 07/16/18 4 F 75,880 6,070 2 JHK 3 7 3.98 12.44 07/13/18 07/16/18 4 F 70,280 5,650 3 JHK 3 1 3.98 12.44 07/13/18 07/19/18 7 73,150 5,880 2 TJW 3 2 07/13/18 08/09/18 28 3 3 07/13/18 08/09/18 28 3 4 07/13/18 08/09/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 4 day specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 3 Distribution Page Report Number: M7171996.0041 B Service Date: 07/12/18 Report Date: 07/20/18 Revision 1 - 7-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0041B Service Date: 07/12/18 Report Date: 08/10/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0555 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 80 Batch Size (cy): 10 Batch Time: 0501 Plant: Everett Placement Method: pump Truck No.: C141 Ticket No.: 209287 Water Added Before (gal): 5 Water Added After (gal): 0 Slump After (in); 8 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 8 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 74 Ambient Temp. (F): 55 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 5 3.98 12.44 07/13/18 07/16/18 4 F 77,880 6,260 2 JHK 1 6 3.98 12.44 07/13/18 07/16/18 4 F 76,380 6,140 2 JHK 1 7 3.98 12.44 07/13/18 07/16/18 4 F 75,750 6,090 2 JHK 1 1 3.98 12.44 07/13/18 07/19/18 7 85,350 6,860 2 TJW 1 2 4.00 12.57 07/13/18 08/09/18 28 111,530 8,880 5 KWB 1 3 3.97 12.38 07/13/18 08/09/18 28 109,270 8,830 3 KWB 1 4 3.97 12.38 07/13/18 08/09/18 28 105,970 8,560 2 KWB Average (28 days) 8,750 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000i, 11-16-12, xev.6 Page 1 of 6 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171996.004113 alre«aconCO =A" Service Date: 07/12/18 20225 Cedar Valley Rd Ste 110 Report Date: 08/10/18 Revision 2 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 6 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0041B Service Date: 07/12/18 Report Date: 08/10/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0810 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 220 Batch Size (cy): 10 Batch Time: 0700 Plant: Everett Placement Method: pump Truck No.: C082 Ticket No.: 209303 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.75 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 3/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 75 Ambient Temp. (F): 63 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 5 3.98 12.44 07/13/18 07/16/18 4 F 74,680 6,000 2 JHK 2 6 3.98 12.44 07/13/18 07/16/18 4 F 72,730 5,850 2 JHK 2 7 3.98 12.44 07/13/18 07/16/18 4 F 67,420 5,420 2 JHK 2 1 3.98 12.44 07/13/18 07/19/18 7 79,360 6,380 2 TJW 2 2 3.98 12.44 07/13/18 08/09/18 28 98,600 7,930 5 KWB 2 3 3.97 12.38 07/13/18 08/09/18 28 100,400 8,110 2 KWB 2 4 3.97 12.38 07/13/18 08/09/18 28 98,780 7,980 2 KWB Average (28 days) 8,010 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000i, 11-16-12, xev.6 Page 3 of 6 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171996.004113 alre«aconCO =A" Service Date: 07/12/18 20225 Cedar Valley Rd Ste 110 Report Date: 08/10/18 Revision 2 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 4 of 6 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0041B Service Date: 07/12/18 Report Date: 08/10/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 07/12/18 Sample Time: 0940 3,500 psi @ 4 days Sampled By: Marco Martinez Mix ID: 156000 Weather Conditions: Sunny Supplier: Miles Sand and Gravel Accumulative Yards: 310 Batch Size (cy): 10 Batch Time: 0836 Plant: Everett Placement Method: pump Truck No.: C060 Ticket No.: 209318 Water Added Before (gal): 0 Water Added After (gal): 0 Slump After (in); 6.25 Field Test Data Sample Location: truck chute Test Result Specification Placement Location: Level 2 PT Deck South between Slump (in): 6 1/4 gridlines CH to CL+/C5 to C11. Air Content (%): Concrete Temp. (F): 77 Ambient Temp. (F): 68 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 5 3.98 12.44 07/13/18 07/16/18 4 F 72,660 5,840 2 JHK 3 6 3.99 12.5 07/13/18 07/16/18 4 F 75,880 6,070 2 JHK 3 7 3.98 12.44 07/13/18 07/16/18 4 F 70,280 5,650 3 JHK 3 1 3.98 12.44 07/13/18 07/19/18 7 73,150 5,880 2 TJW 3 2 3.98 12.44 07/13/18 08/09/18 28 103,500 8,320 2 KWB 3 3 3.98 12.44 07/13/18 08/09/18 28 101,200 8,130 2 KWB 3 4 3.99 12.5 07/13/18 08/09/18 28 99,700 7,970 2 KWB Average (28 days) 8,140 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured 3500 psi at 4 day for field cures to stress The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000i, 11-16-12, xev.6 Page 5 of 6 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171996.004113 alre«aconCO =A" Service Date: 07/12/18 20225 Cedar Valley Rd Ste 110 Report Date: 08/10/18 Revision 2 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171996 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 6 of 6 Distribution Page Report Number: M7171996.0041 B Service Date: 07/12/18 Report Date: 08/10/18 Revision 2 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0042 Service Date: 07/16/18 Report Date: 07/23/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear 1. Received the compressive strength test results from the Mayes Testing Engineers Lynnwood laboratory for the Level 2 south post -tension (PT) slab: Set #1 was 6260 psi, Set #2 was 6000 psi and Set #3 was 5840 psi. After verifying the stressing equipment has a current calibration report, contractor began stressing the deck. A completed stressing record has been forwarded to the engineer and contractor. Received a phone call and confirming email from the Engineer accepting the stressing report. Please see attached stressing record for details. 2. Performed a preliminary inspection and engineer walk on the Level 2 north PT slab. At time of inspection work was still in progress - installing patio embed plates, hold-down bolts, added trim steel at openings. Per the conversation with the Engineer, the added #6 bars require a hook at the closure strip to have the required development length. PRELIMINARY INSPECTION Item 2 needs to be completed. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Equipment Set #1 Equipment Set #2 Equipment Set #3 Ram # : PTCO27 ........................................................................... Ram # : PTC093 .................................................................................. Ram # : PTCO26 ...................................... Gauge # : PTCO27 .......................................................................... Gauge # : PTC093 .................................................................................. Gauge # : PTCO26 ............................................................................. Calib. Date: 4/6/2018 Calib Date: 4/9/2018 Calib. Date: 7/12/2018 Gauge (psi): 5250 .......................................................................... Gauge(psi): 5300 .................................................................................. Gauge (psi): 5300 .............................................................................. Minimum Tol.: 1/4 Specified Strength (psi): 3500 kge (d): 4 Strengths (psi): 6260, 6000, 5840 ID Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End Location :Remarks # Color ft Elon Elon 7% 7% FLAG Gross Mark I Net Gross Mark I Net .........................................................................................................._.......................................................................................................................................................................................................... D-1 32' 23/8 21/8 25/81 31/2 1 21/221/2 .......................................................................................................................... .......l............................................ Dist. ................................................................................................................................................................................... 2 D-1 32' 2 3/8 2 5/8 2 1 /8 2 5/8 3 5/8 1 2 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 3 D-1 32' 2 3/8 2 1 /2 2 1 /8 2 5/8 3 1 /2 1 2 1 /2 111111111111111 11111I I I1I11 ..................................................................................................... D-1 . 32' _23/8 .................................................................................................................................................................................................. 21/8 25/84 31/2 1 ....................................... 2 1 /221/2 ................................ ...I ..I..l..I...I..l..I...I ..I..1..1..I...I..I..l..l..I....... I..1................................... ............................................................................................................................................................................. 5 .........................................................................................................._.................................................................................................................................................................................................................................................................................................. D-2 36' 2 5/8 2 3/8 2 3/8 2 7/8 3 3/8 1 2 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII Dist. 6 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... D-2 36' 2 5/8 2 3/8 2 3/8 2 7/8 3 3/8 1 2 3/8 I1111IIII111IIII :IIIIIIIIIIII 7 .........................................................................................................._................................................................................................................................................................................................................................................................................................................ I D-2 36' 2 5/8 2 3/8 2 3/8 2 7/8 3 3/8 1 2 3/8 I I111I I I l I I l I I I1 I l l l l l l l I I l l _........................................................ ............................................................................... .................................................................................................... D-2 36' 23/8 27/825/8 31/28 ........ 1 ......2 1/2 IIIIIlIII11II I11I11IIIII121/2 ............................................................................................ ................................................................................................................................................................................... 9 D-3 39' 3 2 1 /2 2 3/4 3 1 /4 -1/4 3 1 /2 1 2 1 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 10 ..................... D-3 ..................................................................................... 39' 3 _................................ 2 3/8 .................................................................... 2 3/4 3 1 /4 _............................... -3/8 ................................... 3 3/8 ....................................... _ 1 ....................................... 2 3/8 ................................ I11II ( I I I I I I I I I I I I .......................... ..........._.............. ......... ....... ...................................... ................................................................................. ........................ ...... ...... ...... ...................................................... .... .......................................................................................................... D-3 39' _................................ .................................. 31/4 -1/4 31/2 ........................................................................... 121/2311 2 1 /223/4 .......I I..I..I I I I I I I I I IIIIIIIIIII.......................................................................................................................................................................................................................... 12 D-3 39' 3 2 3/8 2 3/4 3 1 /4 ............................................................................................................................................................................................... - 3/8 3 3/8 1 2 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 13 D-4 44' 3 1 /4 2 3/4 3 3 1 /2 - 1 /4 3 3/4 1 2 3/4 1111111 11111 ( I I I ;IIIIIIIIIIII 14D-4 44' . ......................................._.................................................................................................................................................................................................................................... 31/4 23/4 3 31/2 -1/4 33/4 1 .............. 123/4 ................................................................... I I1 I I l I l I11I l I l.I ....I..I...I..I..I..I......................................... ................................................................................................................................................................................... 15 D-4 44' 3 1 /4 2 3/4 3 3 1 /2 -1 /4 3 3/4 1 2 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 16 D-4 44' 3 1 /4 3 3/8 3 3 1 /2 4 3/8 1 3 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII M7171996.0042.2.x1s MAYES TESTING ENGINEERS ID .................................................................................................._..................................................................................................................................... Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 17 D-5 47' 3 5/8 31/2 3 3/8 3 7/8 41/2 1 31/2 IIIIIIIIIIIIIIII IIIIIIIIIIII ... _.... _.... _........ _..... 18 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. D-5 47' 3 5/8 3 3/8 3 3/8 3 7/8 4 3/8 1 3 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 19 ......... D-5 47' 3 5/8 3 3/8 3 3/8 3 7/8 4 3/8 1 3 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 20 D-5 47' 3 5/8 31/2 3 3/8 3 7/8 41/2 1 31/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 21 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... D-6 51' ; 3 7/8 3 5/8 3 5/8 41/8 4 5/8 1 3 5/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII 22 D-6 51' 3 7/8 3 3/4 3 5/8 41/8 4 3/4 1 ; 3 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 23 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... D-6 51' 3 7/8 3 7/8 3 5/8 4 1 /8 4 7/8 1 3 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 24 D-6 51' 3 7/8 3 7/8 3 5/8 41 /a 4 7/8 1 ................................................................................................................................................................................................................................................................................................................................................... 3 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 25 D-7 54' 41/8 4 3 7/8 4 3/8 5 1 4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII......................................................................................................................................................................................................................... 26 D-7 54' 41/8 3 7/8 3 7/8 4 3/8 4 7/8 1 3 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 27 D-7 ..................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 54' 41/8 3 7/8 3 7/8 4 3/8 4 7/8 1 3 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 28 .........................................................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... D-7 54' 41/8 3 7/8 3 7/8 4 3/8 4 7/8 1 3 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 29 D-7 54' 41/8 3 7/8 3 7/8 4 3/8 4 7/8 1 ; 3 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 30 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... D-7 ; 54' ; 41/8 41/8 3 7/8 4 3/8 51/8 ; 1 ; 41/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 31 .........................................................................................................._........................................................................................................................................................................................................................................................................................................................._......................................................................................................................................................................................................................................................... D-7 54' ; 4 1 /8 4 3 7/8 4 3/8 5 ; 1 4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 32 D-7 54' 41 /8 4 3 7/8 4 3/8 5 1 4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ............................................................................................... 33 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. D-8 58' ; 4 3/8 41/8 41/8 4 5/8 5 1/8 ; 1 ; 41/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 34 D-8 ; 58' ; 4 3/8 41 /4 41/8 4 5/8 51/4 ; 1 ; 4 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 35 D-8 58' 4 3/8 41/2 4 1/8 4 5/8 51/2 1 ....................................................................................................................................................................................................................................................................................................................................................................... 4 1/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 36 D-8 58' ; 4 3/8 4 3/8 41/8 4 5/8 5 3/8 ; 1 ; 4 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII _................................ 37 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... D-9 ; 61' ; 4 3/4 4 3/4 4 3/8 5 1 /8 5 3/4 ; 1 4 3/4 I II11II I I I I1I1I1 I I I II I I I I I II 38 .........................................................................................................._............................................................................................................................................................................................................................................................................................................. D-9 61' ; 4 3/4 41/2 4 3/8 51/8 51/2 1 41/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII _....................................................... ................................................................................ .................................................................................................... 39 D-9 61' 4 3/4 4 3/4 4 3/8 51 /8 ............................................................................................................................................................................................... 5 3/4 1 ; 4 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII........................................................................................................................................................................................................................... 40 D-9 61' ; 4 3/4 5 4 3/8 51/8 6 ; 1 5 IIIIIIIIIIIIIIII :IIIIIIIIIIII 41 D-10 ; 65' ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... ; 5 ; 5 4 5/8 5 3/8 6 ; 1 ; 5 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 42 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. D-10 65' 5 5 4 5/8 5 3/8 6 ; 1 5 IIIIIIIIIIIIIIII ; I I IIIIIIIIII 43 D-10 65' 5 5 4 5/s 5 3/8 6 1 5 IIIIIIIIIIIIIIII IIIIIIIIIIII 44 D-10 ; 65' ; 5 ; 5 4 5/8 5 3/8 6 ; 1 ; 5 IIIIIIIIIIIIIIII :IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID .................................................................................................._................................................................................................................................ Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 45 WHITE 81' 61/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII I ... _.... _.... _........ _..... Dist. 46 ;WHITE 81' ........................................_.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 61/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 47 WHITE .......... 81' 61/4 6 1/2 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 61/4 63/8 53/4 63/4WHITE 73/8 148 6 3/8 IIIIIIIIIIIIIIII I IIII I II I III 49 WHITE 81' 61/4 61/2 5 3/4 6 3/4 71/2 1 6 1/2 IIIIIIIIIIIIIIII' IIIIIIIIIIII 50 .............:............................. I WHITE 81' 6 1/4 6 1/2 ........................ 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII :IIIIIIIIIIII' 51 ;WHITE 81' 61/4 61/4 ..................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 5 3/4 6 3/4 7 1/4 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 52 ..................... WHITE ............................................ ......................................... 81' 6 1 /4 _................................ 6 3/8 .................................. ................................. 5 3/4 6 3/4 ............................... .................................. 7 3/8 ....................................... 1 .............................................................................................................._................................ 6 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII...................................... ............................................................................... .................................................................................................... 53 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. WHITE 81' 61/4 61/4 5 3/4 6 3/4 71/4 1 6 1/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 54 WHITE 81' 61/4 5 3/4 5 3/4 6 3/4 6 3/4 1 5 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 55 WHITE 81' 61/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................................................................................................................................................................................................................... 56 ;WHITE 81' 6 1 /4 6 1 /4 5 3/4 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 6 3/4 71 /4 : 1 61 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 57 WHITE 81' 61/4 5 3/4 5 3/4 6 3/4 6 3/4 1 5 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 58 WHITE 81' 61/4 61/2 5 3/4 6 3/4 7 1/2 1 61/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 59 ....................... WHITE ........................................... ......................................... 81' 61 /4 _................................ 61 /4 .................................. .................................. 5 3/4 6 3/4 ............................... .................................. 7 1 /4 ....................................... 1 ............. ...... ...... ...... ........ 6 1/4 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ......... .............................._...................................................................... ........ ...... ...... ...... ......................... ..... ....................... .................................................................................................... 60 ..................... WHITE .................. .......................... .................................... 81' ....._. 61/4 ............................... 61/8 .................................. ................................. 5 3/4 6 3/4 ............................... ...... ...... ...................... 71/8 ....................................... 1 ....................................... 61/8 ............... ..... ...... ...... IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... ...... .................. ...... .................. ..... ...... ......................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 61 WHITE 81' 6 1/4 6 1/4 5 3/4 6 3/4 ............................................................................................................................................................................................................................................................................................................................................................................................................................................... 71/4 1 6 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 62 ;WHITE 81' 6 1/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII; IIIIIIIIIIII.......................................................................................................................................................................................................................... 63 ;WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 ....................................................................................................................................................................................................................................................................................................................................................................... 6 IIIIIIIIIIIIIIII; IIIIIIIIIIII 64 ................................. WHITE 81' 6 1/4 61/8 5 3/4 6 3/4 71/8 1 6 1/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 65 WHITE 81' ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 61/4 61/4 5 3/4 6 3/4 71/4 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 66 ;WHITE 81' 6 1/4 6 1/4 5 3/4 6 3/4 71/4 1 6 1/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII ............................................................................... 67 ;WHITE 81' 6 1/4 61/8 5 3/4 6 3/4 7 1/8 1 61/8 . IIIIIIIIIIIIIIII :IIIIIIIIIIII 68 WHITE 81' 6 1/4 61/8 5 3/4 6 3/4 71/8 1 6 1/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII ...... _ ...................................................................................................................................................................................................................................................... 69 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... WHITE 81' 61/4 61/4 5 3/4 6 3/4 71/4 1 6 1/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 70 ;WHITE 81' 6 1 /4 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 5 7/8 5 3/4 6 3/4 6 7/8 1 5 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 71 WHITE 81' 6 1/4 6 1/4 5 3/4 6 3/4 7 1/4 1 6 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 72 ;WHITE 81' 61/4 6 1/2 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID .................................................................................................._..................................................................................................................................... Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 73 WHITE 81' 61/4 6 5 3/4 6 3/4 ' 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 74 ;WHITE ..................... ............................................ ......................................... 81' 6 1/4 _................................. 61/8 ................................. ................................. 5 3/4 6 3/4 ............................ .... ...... ...... ...................... 71/8 ....................................... 1 ............................................................................................................................................................................................................................................. 61/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII ...................... .................................................................................................... 75 WHITE 81' 61/4 6 3/4 5 3/4 6 3/4 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ................................................................................................................................................................................................................................................................................... 76 ;WHITE 81' ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 61 /4 6 3/8 5 3/4 6 3/4 7 3/8 1 16 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII I 77 ;WHITE ..................... ........................ ................... ......................................... 81' 6 1/4 _................................ 6 1/4 .................................. ................................. 5 3/4 6 3/4 ............................... .................................. 71/4 ....................................... 1 ................... ...... ...... ........ 6 1/4 ........ ...... ...... ...... ...... IIIIIIIIIIIIIIII' IIIIIIIIIIII ......... ......................................................................... ................................................................................ .................................................................................................... 78 WHITE 81' 61/4 6 5/8 5 3/4 6 3/4 758 1 6 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII' 79 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... WHITE 81' 61/4 61/2 5 3/4 6 3/4 71/2 1 61/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 80 WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 81 ;WHITE ..................... ....................................... ..... ......................................... 81' _61/4 ................................ 6 .................................. ................................. 5 3/4 6 3/4 .................................................................. 7 ....................................... 1 ....................................... 6 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII ........................... .................................................................................. ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 82 ..................... ............................................ WHITE ......................................... 81' 61/4 _................................ 61/4 .................................. ................................. 5 3/4 6 3/4 ............................... .................................. 71/4 ....................................... 1 ....................................... 61/4 .......................... ...... IIIIIIIIIIIIIIII: IIIIIIIIIIII ......... ...... ...... ...... ........ .... ................. ...... ...... ......................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 83 WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .......................................................................................................................................................................................................................... 84 ;WHITE ..................... .................. ..................................................................._............................................................................................................................................................................................................................................................................................................................................................. 81' 61 /4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII.................................. ......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 85 WHITE 81' 61/4 61/4 5 3/4 6 3/4 71/4 1 6 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII' 86 .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... WHITE 81' 61/4 61/2 5 3/4 6 3/4 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 87 ;WHITE ..................... ....................................... ..... ......................................... 81' 6 1 /4 _................................ 6 3/8 .................................. ................................. 5 3/4 6 3/4 ........................... .... ...... ...... ...................... 7 3/8 ....................................... 1 ............. ...... ...... ...... ........ 6 3/8 ................................ IIIIIIIIIIIIIIII ;IIIIIIIIIIII .................. .............._....................................................... ..... ...... .......... ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 88 ;WHITE ..................... ............................................ .................................... 81' ....._. 6 1 /4 ............................... 6 .................................. ................................. 5 3/4 6 3/4 ............................... .................................. 7 ....................................... 1 ....................................... 6 ................................ IIIIIIIIIIIIIIII I I I I I I I I I I I I ......... ....... 89 .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. WHITE 81' 6 1/4 6 1/4 5 3/4 6 3/4 71/4 1 61/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII 90 WHITE 81' 6 1/4 6 1/4 5 3/4 6 3/4 71/4 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII.......................................................................................................................................................................................................................... 91 ;WHITE ..................... ............................................ ......................................... 81' 61/4 _................................................................... 61/4 ................................. 5 3/4 6 3/4 ............................... .................................. 71/4 ....................................... 1 ............. ...... ...... ...... ........ 6 1/4 .............. ...... ...... ...... IIIIIIIIIIIIIIII; IIIIIIIIIIII ......... ...... ....................................................................................... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 92 WHITE 81' 6 1/4 6 1/2 5 3/4 6 3/4 7 1/2 1 61/2 IIIIIIIIIIIIIIII IIIIIIIIIIII Dist. 93 WHITE 81' 61/4 61/2 5 3/4 6 3/4 71/2 1 61/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 94 WHITE 81' 61/4 6 3/8 5 3/4 6 3/4 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 95 ;WHITE 81' 61/4 61/4 5 3/4 6 3/4 71/4 1 ................................................ 61/4 .......... IIIIIIIIIIIIIIII :IIIIIIIIIIII ........................................................................................................................................................................................................................... 96 .........................................................................................................._................................................................................................................................................................................................................................................................................................ WHITE 81' 61/4 61/2 5 3/4 6 3/4 71/2 1 6 1/2 IIIIIIIIIIIIIIII :IIIIIIIIIIII ........................ _ ............................. 97 WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 98 WHITE 81' 61 /4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII ......................................................................................................................................................................................................................... 99 WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 100 WHITE 81' 61/4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII ;IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID .................................................................................................._..................................................................................................................................... Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 101 WHITE 81' 61/4 ; 6 5 3/4 ; 6 3/4 ' 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII ; ... _.... _.... _........ _..... 102 WHITE 81' 61/4 ; 6 5 3/4 ; 6 3/4 7 ; 1 6 IIIIIIIIIIIIIIII :IIIIIIIIIIII 103 WHITE .......... 81' 6 1/4 6 1/4 5 3/4 6 3/4 7 1/4 1 6 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 104 WHITE 81' 61 /4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIIIIIIIII I I I I I I I I I I I I 105 ;GREEN ..................... ............................................ ......................................... 85' 61/2 _................................ 6 3/4 .................................. ................................. 6 7 ............................... .................................. 7 3/4 ....................................... 1 ................... ...... ...... ........ 6 3/4 ........ ...... ...... ...... ...... IIIIIIIIIIIIIIII' IIIIIIIIIIII ......... ................................... ...................................... ................................................................................ .................................................................................................... 106 GREEN ................................._....... 85' 61/2 6 3/4 6 7 7 3/4 ........ 1 ; 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII' ............................_.............................. 107 ......... ..... ........................................................................................._................................ GREEN 85' 6 1/2 6 5/8 ................................... .................................. 6 7 _........................... .............................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 7 5/8 1 6 5/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 108 GREEN 85' 61/2 61/2 6 7 71/2 1 61/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 109. GREEN 85' 61/2 61/2 6 7 71/2 1 ....................................................................................................................................................................................................................................................................................................................................................................... 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 110 ;GREEN 85' ; 61/2 61/2 6 7 7 1/2 1 61/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII 111 ; GREEN 85' 61/2 6 3/8 6 7 7 3/8 1 6 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII ; 112 ;GREEN ..................................................................._................................................................... 85' 61/2 61/4 ................................. 6 7 ............................... .................................. 71/4 : ............................... .......................................................................................................................................................... 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII .................................. ......... ...... ...... ...... ..................................................... .................................................................................................... 113 GREEN 85' 61/2 61/8 6 7 71/8 1 ; 61/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII; 114 GREEN 85' ; 61/2 61/4 6 ..............................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... ; 7 7 1/4 ; 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 115 GREEN ..................................................................._........................................................................................................................................................................................................................................................................................................................._......................................................................................................................................................................................................................................................... 85' ; 6 1/2 6 1/2 6 ; 7 71/2 ; 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 116 GREEN 85' 61/2 61/2 6 7 71/2 1 ...................................................................................................................................................................................................................................................................................................................................................................... 61/2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 117 ;GREEN 85' 61/2 61/4 6 ; 7 71/4 ; 1 ; 61/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII 118: GREEN 85' ; 61/2 61/4 6 ; 7 71/4 ; 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII; 119 ;GREEN ..................................................................._................................................................... 85' 6 1/2 ; 61/8 ................................................................................................................................................................................................................ 6 7 71/8 1 61/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII ; ............................... ........................................ ............................... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 120 GREEN 85' 61/2 61/2 6 7 71/2 1 ; 61/2': IIIIIIIIIIIIIIII IIIIIIIIIIII 121 ;GREEN ..................... ............................................ ......................................... 85' ; 61/2 _................................................................... 6 ................................. 6 ; 7 _................................ .................................. 7 ; ....................................... _.................................................................................................. 1 6 IIIIIIIIIIIIIIII; IIIIIIIIIIII; .... ........ _....... ........... ........ ............................................................................................................................ .................................................................................................... 122 .........................................................................................................._......................................................................................................................................................................................................................................................................................................... GREEN 85' ; 61/2 61/8 6 7 71/8 1 6 1/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII _............................................................................................................................................................................................................................................. 1;GREEN 23 .........................................................................................................._...................................................................................................................................................................................................................................................................... 85' 6 1/2 61/8 6 7 7 1/8 1 ; 61/8 .................... IIIIIIIIIIIIIIII IIIIIIIIIIII 124 ..................................... ;GREEN s5' ; 6 1/2 6 1/4 6 ; 7 7 1/4 ; 1 ; 6 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII ......................................................................................................................................................................................................................... 125 GREEN 85' ; 61/2 ................................. 61/4 ................................................................... 6 ; 7 _.................................................................. 71/4 ; ....................................... _....................................................................... 1 61/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII; .............. ........................._............................................................ ............................................................................... .................................................................................................... 126 ;GREEN ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 85' 61/2 ; 61/2 6 7 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 127 ;GREEN 85' 6 1/2 6 7/8 6 7 7 7/s 1 6 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 128 ;GREEN 85' ; 61/2 6 7/8 6 ; 7 7 7/8 ; 1 6 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID .................................................................................................._................................................................................................................................ Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 129 ; GREEN 85' 61/2 61/2 6 7 71/2 1 61/2 IIIIIIIIIIIIIIII IIIIIIIIIIII 130 ; GREEN 85' 6 1/2 6 1/2 6 7 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII 131 ;GREEN s5' 61/2 6 7/8 6 7 7 7/8 1 6 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 132 GREEN 85' 6 1/2 6 3/4 6 7 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 133' GREEN 85' 61/2 61/2 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 6 7 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII' IIIIIIIIIIII 134 GREEN 85' 6 1/2 6 3/4 6 7 7 3/4 1 ; 6 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII' 13.5 ......... ..... ............... GREEN ........ ............. ................................. 85' .... ................_................................. 61/2 7 ............................. ...... ................................. 6 7 _............................... ................................... 8 ....................................... _......................... 1 ............................................................................... 7 IIIIIIIIIIIIIIII; IIIIIIIIIIII; ...... _.......................................................................................................................................................................................................................................................... 136 GREEN 85' 61/2 61/2 6 7 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 137. .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. GREEN 85' 6 1/2 61/2 6 7 7 1/2 1 6 1/2 IIIIIIIIIIIIIIII; IIIIIIIIIIII 138 GREEN 85' ; 61/2 6 7/8 6 7 7 7/8 1 6 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 139 ;GREEN ; 85' 61/2 6 3/4 6 7 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ; 140 ;GREEN ..................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 85' 61/2 6 7/8 6 7 7 7/8 : 1 6 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 141 GREEN 85' 6 1/2 6 3/4 6 7 7 3/4 1 ; 6 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII' 142 GREEN ................................................................._;...................................................................:.............................._:............................._.........................................................................:.............................................................................................................._................... 85' ; 61/2 7 6 ; 7 8 1 7 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .............. ..................................................................................................................... .................................................................................................... 143 ;GREEN 85' ; 61/2 6 7/8 6 ; 7 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7 7/8 ; 1 6 7/8 IIIIIIIIIIIIIIII; IIIIIIIIIIII 144 ;GREEN ..................... ............................................ .................................... 85' ....._................................ 61/2 6 3/4 .................................. ................................. 6 7 ............................... .................................. 7 3/4 ....................................... 1 ....................................... 6 3/4 .......................... ...... IIIIIIIIIIIIIIII :IIIIIIIIIIII ......... ....... 145 ;GREEN ..................... ....................................... ..... ......................................... 85' 6 1/2 _................................ 6 1/4 .................................. ..................................................................................................................................................................................................................................................................... 6 7 7 1/4 1 6 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII .... .............. ...................................... ................................................................................ ........................ ...... ...... ...... .......................................................... 146 ;GREEN ..................... ; ..................................................................................... 85' ; 61/2 _................................. 7 ................................................................... 6 ; 7 _.................................................................. 8 ....................................... _....................................... 1 7 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII ............................... ........_................................ .......................... ..... ...... .......... ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 147 GREEN 85' 61/2 7 6 7 8 1 ........................................................................................................................................................................................................................................................................................................................................................................ 7 IIIIIIIIIIIIIIII; IIIIIIIIIIII; 148 GREEN 85' 6 1/2 6 3/8 6 7 7 3/8 1 ; 6 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 149 ; ..................... WHITE ; ............................................ ......................................... 81' ; 6 1/4 _................................................................... 6 1/8 ................................. 5 3/4 6 3/4 _................................ .................................. 7 1/8 ; ....................................... _....................................... 1 6 1/8 .......................... ....................................... IIIIIIIIIIIIIIII; IIIIIIIIIIII ....... .................. .............. ...................................... ................................................................. Dist. ................................................................................................................... 150 ; ........... ........... WHITE ......................................... ......................................... 81' ; 6 1 /4 _..................................................................................................._........................................................................................................................................................................................................ 6 1 /8 5 3/4 6 3/4 7 1 /8 : 1 6 1 /8 IIIIIIIIIIIIIIII IIIIIIIIIIII _............................................................................................................................................................................................................................................. 151 ° .................. WHITE ................................................_........................................................................... 81' 6 1/4 6 1/4 5 3/4 6 3/4 ..................................................................................................................................... 7 1/4 1 6 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII . 152 .........................................................................................................._.............................................................................................................................................................................................................................................................................................. WHITE 81' ; 6 1/4 6 5 3/4 6 3/4 7 ; 1 6 IIIIIIIIIIIIIIII: IIIIIIIIIIII ......................................................... 153 ; WHITE ; 81' ; 6 1/4 ...................................................................................................._........................................................................................................._.............................................................................................................._..................................................................................................................................................................................................................................................... 6 1/4 5 3/4 6 3/4 7 1/4 ; 1 6 1/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 154 WHITE ; ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 81' 6 1 /4 6 1 /8 5 3/4 6 3/4 7 1 /8 1 6 1 /8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 155 WHITE 81' 6 1 /4 6 5 3/4 6 3/4 7 ; 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 156 ; WHITE ; 81' ; 6 1 /4 5 7/8 5 3/4 6 3/4 6 7/8 ; 1 5 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID Tendon ....................................... Length Calc _................................,............................................................................................, Actual -Tol. +Tol. ERR. ......... First End ................,...................................7............................ Second End ...................................................................................................................................................................:.................................................................................................... Location Remarks # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 157 WHITE 81' 61 /4 : 6 5 3/4 : 6 3/4 ' 7 1 6 IIIIIIIIIIIIIIII IIIIIIIIIIII 158 WHITE 81' 6 1 /4 ; 6 1 /8 5 3/4 ; 6 3/4 7 1 /8 1 61/8 IIIIIIIIIIIIIIII I I I I I I111111 159 WHITE ......................... 81' 6 1 /4 6 1 /2 5 3/4 : 6 3/4 7 1 /2 1 6 1 /2 IIIIIIIIIIIIIIII IIIIIIIIIIII ....................... ... ..._............................... 160 ; WHITE ; 81' 61 /4 6 5 3/4 6 3/4 7 1 6 IIIIIIIIII I I I I I I I I I I I I I I I I I I 161 D-BRN-RE ................................................................................................._........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 149' 11 1/2 11 1/4 10 3/4;12 1/4 12 1/4 1 11 1/4 IIIIIIIIIIIIIIII IIIIIIIIIIII Banded 162 -,D-BRN-RI .............:......................................_....... 149' 11 1 /2 ......................................................................................_ 11 3/4 10 3/4 12 1 /4 12 3/4 1 11 3/4 1111111111111111 I I I ....._.............................. 163 D-BRN-RI .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 149' 11 1 /2 : 11 1 /8 10 3/4 12 1 /4 : 12 1 /8 1 11 1 /8 1111111111111111 l I l I11111111 l 164 D-BRN-RI 149' 11 1 /2 : 11 1/4: 10 3/4 :12 1 /4 12 1 /4 1 11 1 /4 l l l l l l l l l l l l l l l l 111111111111 165 D-BRN-RI .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 149' 11 1/2 12 1/4 10 3/4 ;12 1/4 ; 13 1/4 1 12 1/4 llllllllllllllll Illlllllllll 166 D-BRN-RI .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 149' 11 1/2 : 11 3/8 10 3/4:12 1/4 12 3/8 1 11 3/8 IIIIIIIIIIIIIIII: IIIIIIIIIIII 167 D-BRN-RI 149' 11 1 /2 : 11 1 /8 10 3/4 : 12 1 /4 12 1 /8 1 11 1 /8 1111111111111111111111111111.......................................................................................................................................................................................................................... 168 ;RED-ORA ..................... ....................................... ..... ....... 86' ...... ...... ...... ................ 6 5/8 _..................................... ; 6 1/4 ...... ...... ...... ...... ...... ...... 61/8 ...... ...... ...... ...... ...... ; 71/8 ............................ .................................. 7 1/4 ................................... .................................................................................................................. 1 6 1/4 IIIIIIIIIIIIIIII: IIIIIIIIIIII ....................................................................... ................................................................................ Banded CL.................................................................................................... 169 ;RED-ORA 86' 6 5/8 6 7/8 61/8 71/8 7 7/8 1 6 7/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 170 ;RED-ORA 86' 6 5/8 6 3/4 6 1/8 .._ 7 1/8 ........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII Banded CL 171 ;RED-ORA ..................... ............................................ ........................................._.................................................................................................... 86' 6 5/8 ; 6 3/8 6 1/8 ; 7 1/8 ; ............................... .................................. 7 3/8 ....................................... 1 ............. ...... ...... ...... ........ 6 3/8 .............. ...... ........ ......... llllllllllllllll Illlllllllll l ............. ............. ._....... .......... ....... ........ .......................... ..... ...... .......... ...... ...... ...... .............................. ....................... ........................ ...... ...... ...... .......................................................... 172 ;RED-ORA 86' 6 5/8 6 7/8 61/8 ; 71/8 7 7/8 1 6 7/8 llllllllllllllll :IIIIIIIIIIII ......................... 173 ;RED-ORA ..................... ............................................ ................................... 86' ......_................................................................................................................................................................................................................................................................................................................................ 6 5/8 61/4 61/8 71/8 71/4 1 6 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ....... .................. ...................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 174 ;RED-ORA 86' 6 5/8 6 7/8 61/8 ; 71/8 ; 7 7/8 1 6 7/8 1111111111111111111111111111.......................................................................................................................................................................................................................... 175 ;RED-ORA ..................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 86' 6 5/8 ; 7 61/8 ; 71/8 8 1 7 IIIIIIIIIIIIIIII :IIIIIIIIIIII 176 ;RED-ORA 86' 6 5/8 6 7/8 6 1/8 7 1/8 7 7/8 1 6 7/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 177 :RED-ORA ..................... ............................................ ......................................... 86' 6 5/8 _................................ 7 .................................................................... 61/8 71/8 _............................... ................................... 8 ....................................... _............................................................................................... 1 7 1111111111111111 111111111111.......................................................................................................................................................................................................................... ............... _................................ 178 ;RED-ORA 86' 6 5/8 ; 6 3/4 61/8 ; 7 1/8 ; .......................................................................................................................................................................................................... 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII' IIIIIIIIIIII I .............................................................................................................................................................................................................................................. 179 ;RED-ORA ........................................_.................................................................................................................................................................................................................................................................................................. 86' 6 5/8 ; 6 7/8 61/8 ; 71/8 7 7/8 1 6 7/8 llllllllllllllll :IIIIIIIIIIII 180 :RED-ORA ..................... ....................................... ..... ....... 86' .................................. _6 5/8 ................................ 7 .................................. ................................. 61/8 71/8 ............................... .................................. 8 ....................................... 1 ....................................... 7 ................................ IIIIIIIIIIIIIIII: IIIIIIIIIIII ....................................... .............................. 181 ;RED-ORA 86' 6 5/8 : 7 1 /8 6 1 /8 7 1 /8 : 8 1 /8 1 71/8 1111111111111111 l l I l I l I l l l l l l 182 ;RED-ORA 86' 6 5/8 ; 7 61/8 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ; 71/8 8 1 7 1111111111111111111111111111 183 :RED-ORA 86' 6 5/8 6 3/4 61/8 71/8 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 184 ;RED-ORA 86' 6 5/8 6 7/8 61/8 71/8 7 7/8 1 6 7/8 llllllllllllllll :IIIIIIIIIIII 11 MAYES TESTING ENGINEERS M7171996.0042.2.xls ID Tendon .................................................................................................._..................................................................................................................................... Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 185 :RED-ORA 86' 6 5/8 7 61/8 71/8 ' 8 1 7 IIIIIIIIIIIIIIII ... _.... _.... _........ IIIIIIIIIIII _..... 186 ;RED-ORA 86' 6 5/8 : 6 3/4 6 1/8 7 1/8 7 3/4 1 6 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 187 :RED-oRA 86' 6 5/8 ........... 7 61/8 71/8 8 1 7 IIIIIIIIIIIIIIII ............................................................. IIIIIIIIIIII 188 :RED-ORA ..................... ..................................................................................... 86' 6 5/8 _................................ 6 3/4 .................................................................... 6 1/8 7 1/8 _.................................................................. 7 3/4 ....................................... _ 1 ....................................... 6 3/4 ................................ IIIIIIIIIIIIIIII .......................... ............._........... IIIIIIIIIIII ...... ....... ....... ...................................... ................................................................................ .................................................................................................... 189 :RED-ORA ..................... ........................ ................... ......................................... 86' 6 5/8 _................................ : 6 1/2 .................................. ....................................................................................................................................................... 6 1/8 : 7 1/8 7 1/2 1 ..... ...... ...... ........ : 6 1/2 ........ ...... ...... ...... ...... IIIIIIIIIIIIIIII' ......... ....................... IIIIIIIIIIII ...... ............. ...................... ...... ...... ................................................................................. .................................................................................................... 190 RED-oRA .............:........................................ 86' 6 5/8 7 61/8 ....................... 71/s 8 1 7 IIIIIIIIIIIIIIII ............................_.............................. ;IIIIIIIIIIII 191 :RED-ORP ..................... .................. ..................................................................._..................................................... 86' 6 5/8 6 7/8 .............. ................................. 6 1/8 7 1/8 _.......................................................................................... 7 7/8 ............... _............................. 1 .......... : 6 7/8 ................................................................. IIIIIIIIIIIIIIII; ... IIIIIIIIIIII ... _................................. .......................................................................................................................................................................................................................... 192 ;RED-ORA 86' 6 5/8 6 3/4 6 1/8 7 1/8 7 3/4 1 : 6 3/4 IIIIIIIIIIIIIIII; IIIIIIIIIIII 193 : RED-SIL : ..................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 141' 10 1/2 .: 10 1/4 9 3/4 :11 1/4 11 1/4 : 1 10 1/4 1 1 Banded CK 194 RED-SIL : 141' 10 1/2 : 11 1/8 9 3/4 . :11 1/41 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 11 1/8 : 1 10 1/8 2 1 1 195 : RED-SIL : ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 141' 10 1/2 11 1/8 9 3/4 : 11 1/4 11 1 : 10 2 1/8 1 1 1/8 196 : RED-SIL : 141' 10 1/2 11 9 3/4 :11 1/4 10 1/4 1 : 9 1/4 2 3/4 1 1 3/4 Banded CK 197 RED-SIL ................................................... 141' 10 1 /2 10 7/8 9 3/4 .:11 1 /4 : ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 11 3/8 : 1 10 3/8 1 1 /2 1 1 /2 198 : RED-SIL : ........................................_...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 141' 10 1 /2 : 11 1 /8 9 3/4 : 11 1 /4 : 11 1 /2 : 1 : 10 1 /2 1 5/8 1 5/8 199 : RED-SIL : 141' 10 1 /2 10 5/8 9 3/4 :11 1 /4 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 11 1 /8 1 : 10 1 /8 1 1 /2 1 1 /2 200 : RED-SIL . ..................... ............................................ ......................................... 141' 10 1/2 _......................................................................................................................................................................................................................................................................................................................... : 10 1/2 9 3/4 :11 1/4: 10 1/2 : 1 9 1/2 2 1 ..... ................................................................................................................................................ 1 .................................................................................................... 201 : RED-SIL : ..................... ............................................ ........................................._................................................................................................... 141' 10 1/2 : 11 9 3/4 :11 1/41 ............................... .................................. 12 ....................................... 1 ....................................... 11 ................................ 1 ....................................... 1 ................................ ...................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 202 : RED-SIL : 141' 10 1 /2 10 7/8 9 3/4 11 1 /4 11 1 /4 1 : 10 1/4 1 5/8 1 5/8 203 : RED-SIL : ......................................... 141' 10 1 /2 _................................................................... : 10 7/8 ................................. 9 3/4 :11 1 /4 : ............................... .................................. 11 5/8 : ....................................... 1 .............................................................................................................. 10 5/8 1 1 /4 1 ..... ...... ..................... 1/4 ............. ...... ...... ...... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 204 : RED-SIL : 141' 10 1/2 : 11 9 3/4 111 1/4: 12 1 11 1 1 205 : RED-SIL : ..................... ............................................ ......................................... 141' 10 1 /2 _................................ : 10 1 /2 ................................... ................................. 9 3/4 : 11 1 /4 : _............................... ................................... 11 1 /2 : ....................................... _................................................................................................... 1 : 10 1 /2 1 ........... 1 _.................. ....................................................................................................................................................................................................................................... 206 : RED-SIL : 141' 10 1 /2 : 10 3/8 9 3/4 :11 1 /4 11 1 /8 1 : 10 1 /8 1 1 /4 1 1/4 207 : RED-SIL . 141' 10 1 /2 10 3/4 9 3/4 11 1 /4 : 11 1 /2 : 1 10 1 /2 1 1 /4 1 1/4 208 : RED-SIL : 141' 10 1 /2 _...... : 10 7/8 9 3/4 :11 1 /4 : 11 1 /2 : 1 10 1 /2 1 3/8 1 3/8 209 : RED : 141' 10 1/2 10 1/4 9 3/4 : 11 1/4 11 1 10 1 1/4 1 1/4 210 : RED-SIL : 141' 10 1 /2 : 10 5/8 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 9 3/4 :11 1 /4 : 11 3/8 : 1 . 10 3/8 1 1 /4 1 1/4 211 : RED-SIL : 141' 10 1/2 : 10 1/4 9 3/4 111 1/4: 11 1 10 1 1/4 1 1/4 212 : RED-SIL : 141' 10 1/2 : 10 1/4 9 3/4 : 11 1/41 11 1 : 10 1 1/4 1 1/4 MAYES TESTING ENGINEERS M7171996.0042.2.xls ID Tendon .........................................................................................................._................................................................................................................................................ Length Calc Actual -Tol. +Tol. ERR. ....................................... First End Second End Location Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 213 RED-S I L 141' 10 1 /2 10 1 /2 9 3/4 11 1 /4 11 1 /4 1 10 1 /4 __ 1 1 /4 1 1 /4 214 ; RED-S I L ; ..................... ............................................ ......................................... 141' _10 1/2: ................................................................... 10 1/2: ................................. 9 3/4 11 1 /4 ; ............................... ...................... ............. 11 1 /4 ................................. ....... 1 ............ ...... ...... ...... ....... 10 1 /4 ........ ................................................. 1 1 /4 1 1 /4 ... ............ ................................ ................... ...... ...... ...... .......... ...... ...... ...... ..................................................... ............................................ ......................................................... 215 RE D-S I L 141' 10 1 /2 ; 10 3/8 9 3/4 ;11 1 /4 ; 11 1 /8 1 10 1 /8 1 1 /4 1 1 /4 216 ;RED-S I L ; .......................................... ..................... ............................................ 141' 10 1 /2 _................................ 10 5/8 .................................................................... 9 3/4 11 1 /4 _................................................................... 11 1 /8 ...................................... _....................................... 1 10 1 /8 ................................ 1 1 /2 1 1/2 ....................................... _................................ ...................................... ................................................................................ .................................................................................................... 217 ;RED-S I L ; 141' 10 1/2: 10 3/4 9 3/4 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ :11 1 /4 11 1 /8 1 ; 10 1 /8 1 5/8 1 5/8 218 rD-BLU-RE 69' 5 3/8 5 1/2 5 5 3/4 6 1/2 1 5 1/2 IIIIIIIIIIIIIIII' IIIIIIIIIIII' Blockout 219 r-D-BLU-RE 69' 5 3/8 5 3/4 ......................................_........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 5 5 3/4 6 3/4 1 5 3/4 111111111111111 111IIIIIIIII 220 rD-BLU-RE 69' 5 3/8 ; 5 3/8 5 5 3/4 6 3/8 1 5 3/8 1111111111111111 IIIIIIIIIIII 221 :D-BLU-RE 69' _5 3/8 ; 51 /8 ................................................................................................................................................ ........ 5 53/4 61/8 .................................................................. 51/8 IIIIIIIIIIIII .I ..I..I..I...I ..I..I..I...I ........................................................................ ............................................................................................................................................................................... 222 D-BLU-RE 69' 5 3/8 5 1/2 5 5 3/4 6 1/2 1 5 1/2 IIIIIIIIIIIIIIII: IIIIIIIIIIII Blockout 223 W-BLU-RE 69' 5 3/8 5 3/8 5 5 3/4 6 3/8 1 5 3/8 1111111111111I I I ;IIIIIIIIIIII.......................................................................................................................................................................................................................... 224 D-BLU-RE ..................................................................._................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 69' 5 3/8 ; 5 5/8 5 5 3/4 6 5/8 1 5 5/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 225 ED-BLU-RE 69' 5 3/8 5 3/8 5 5 3/4 6 3/8 1 5 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 226 D-BLU-RE 69' 5 3/8 5 1 /2 5 5 3/4 6 1 /2 1 51 /2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 227 D-GRN-RI 119' 9 _..................................................................................................._................................................................................................................................................................................................................_........................................................................................................................................................................................................................................................ 9 8 3/8 9 5/8 10 1 9 IIIIIIIIIIIIIIII :IIIIIIIIIIII Banded CJ 228 D-GRN-Rf 119' : 9 9 1/4 8 3/8 ........................ 9 5/8 ......................................................................................................................................... 10 1/4 ; 1 9 1/4 Illlllllllllllll :IIIIIIIIIIII . D-GRN-RI ........................................................................................................._.................................................................................................................................................................................................................................................................................I.1..1..1.1..1.I . 119' 9 91/4 83/8 95/8229 10 1 /4 1 9 1 /4 .... .I..I...I..I...I..I.I.I...I..I..I..I...I......................................... ................................................................................................................................................................................... 230 D-GRN-RI 119' 9 9 1 /8 8 3/8 ; 9 5/8 ; 10 1 /8 ; 1 9 1 /8 I l l l l l l l l l I l l l l l I l l l l l l l l l l l 231 D-GRN-RI 119' 9 81 /2 8 3/8 ; 9 5/s 91 /2 1 81 /2 I111111111111l11 11l111111111 232 D-GRN-Rf 119' 9 8 5/8 8 3/8 ; 9 5/8 9 5/8 1 8 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII ............. 233 D-GRN-RI 119 .................................................................. I..I...I..I..I...I...... .I...I..I..I..I...I............................................................................................................................................................................................................................. 234 D-GRN-RI .........................................................................................................._..................................................................................................._................................................................................................................................................................................................ 119' 9 8 3/4 8 3/8 9 5/8 9 3/4 1 8 3/4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII _....................................................... ................................................................................ ........................ ...... ...... ...... .......................................................... 235 D-GRN RI 119' 9 81/2 8 3/8 9 5/8 9 1/2 1 8 1/2 IIIIIIIIIIIIIIII :IIIIIIIIIIII 236 D-GRN-Ri ................................................ 119' 9 9 1 /4 8 3/8 9 5/8 10 1 /4 1 9 1 /4 I111111I I I I I I I I I I I I I I I I I I I I1 237 D-GRN-RI 119' 9 9 1/8 ................................_........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 8 3/8 9 5/8 10 1/8 ; 1 9 1/8 Illlllllllllllll Illlllllllll 238 D-GRN-RI .........................................................................................................._.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 119' 9 8 3/8 8 3/8 ; 9 5/8 9 3/8 1 8 3/8 Illlllllllllllll llllllllllll 239 D-GRN-RI 119' 9 8 3/8 8 3/8 9 5/8 9 3/8 1 8 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 240 D-GRN-RI 119' 9 8 3/8 8 3/8 9 5/8 9 3/8 1 8 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID Tendon ................................................................................................_..................................................................................................................................... Length Calc Actual -Tol. +Tol. ERR. First End Second End .. ........ Location ;Remarks /1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 241 D-GRN-RI 119' 9 8 5/8 8 3/8 9 5/8 9 5/8 1 8 5/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 242 ED-SURE-RE :.................. .......................... :........................................ 106' 8 1/4 _................................................................... 8 5/8 ....................................................................................................................................................................................................................................................... 7 5/8 8 7/8 9 5/8 1 8 5/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII ...................................................................... ..... Banded CH ... ........................................................................ .................................................................................................... 243 ED-SI L-RE 106' 8 1 /4 8 1 /2 7 5/8 8 7/8 ............ 9 1 /2 1 8 1 /2 IIIIIIIIIIIIIIII IIIIIIIIIIII ................................................................................................................................................................................................................................................................................... 244 ED-SURE ..................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._......................................................................................................................................................................................................................................................... 106' 8 1/4 8 3/8 7 5/8 8 7/8 9 3/8 1 8 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 245 ED-SURE-RE ......................................... ..................... ............................................ . 106' 8 1/4 _................................................................... 8 3/8 ................................. 7 5/8 8 7/8 ............................... .................................. 9 3/8 .............................. ...................... 1 ...... ...... ...... ........ 8 3/8 .............. ..... .............. IIIIIIIIIIIIIIII IIIIIIIIIIII .... .................................. .... ...................................... ................................................................................ ........................ ...... ...... ...... .................. ...... ...... ............................ 246 ED-SURE-RE 106' 8 1/4 ........................................... 8 3/8 ;................................................................,............................................ 7 5/8 8 7/8 9 3/8 ,.......................................,. 1 8 3/8 ...... IIIIIIIIIIIIIIII :IIIIIIIIIIII' ............................_........................................................................................................................................................................................................................................................ 247D-SIL-RE ................................................................._....................................................................:................................_.........................................................................................................:.............................................................................................................._...................................................................................................................................................._ 106' 8 1 /4 8 1 /4 7 5/8 8 7/8 9 1 /4 1 8 1 /4 IIIIIIIIIIIIIIII ;IIIIIIIIIIII .................................................................................................... 248 W-SURE-RE ..................... ............................................ ......................................... 106' 8 1/4 _................................ 8 3/4 .................................. ................................. 7 5/8 8 7/8 _............................... .................................. 9 3/4 ............................... ......................................................................................................................_....................................................................... 1 8 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII Banded CH ................... ........... ................... ............................... .................................................................................................... 249 ED-SIL-RE ..................... ............................................ ......................................... 106' 81/4 _................................................................... 8 ................................. 7 5/8 8 7/8 ............................... .................................. 9 ....................................... 1 ............. ...... ...... ...... ........ s .......................... ...... IIIIIIIIIIIIIIII ;IIIIIIIIIIII ......... ...... ...... ................................................................................. ...... ..... .... ....... ...... ...... ...... ...... ...... ...... ...... ...... ................. ........................ ...... ...... ...... .......................................................... 250 'ZED -ORAL 68' 5 ................................:..................................................................................................,................................................................................................................;.......................................................................,.......................................................................................................................................................,.................................................................................................... 4 3/4 4 5/8 5 3/8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII Stressing blockout 251 ZED-oRA .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._.......................................................................................................................................................................................................................................................... 68' 5 4 7/8 4 5/8 5 3/8 5 7/8 1 4 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 252 QED-OM ..................... .................. .......................... .................................... 68' ....._. 5 ............................................................. 5 ...................................... 4 5/8 5 3/8 ............................... .................................. 6 ....................................... 1 ....................................... 5 ........ ...... ...... ...... ...... IIIIIIIIIIIIIIII ;IIIIIIIIIIII ......... ...... ...... ...... .................................................................................. ......... ...... ...... ...... ..................................................... .................................................................................................... 253 RED-ORA2 68' 5 4 3/4 4 5/8 5 3/8 5 3/4 1 4 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 254 RED -OM- ..................... ............................................ ......................................... 68' 5 _................................ 4 3/4 .............................. ...... ................................. 4 5/8 5 3/8 _............................... ................................... 5 3/4 ....................................... _......................................................................................... 1 4 3/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ......... ............_..................................................................................................................................................... .................................................................................................... 255 ZED -ORAL 68' 5 _............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 4 7/8 4 5/8 5 3/8 5 7/8 1 4 7/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 256 RED OM ..................... ............................................ ......................................... 68' 5 _................................ 5 3/8 .................................. ................................. 4 5/8 5 3/s ............................... .................................. 6 3/8 ....................................... 1 ......................... ...... ........ 5 3/8 ........ ...... ...... ...... ...... IIIIIIIIIIIIIIII IIIIIIIIIIII ......... ....... 257 RED -OM- .......................................... ..................... ............................................ 68' 5 _................................................................... 51 /4 ................................. 4 5/8 5 3/8 ............................... .................................. 6 1 /4 ....................................... 1 ....................................... 5 1 /4 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ....................................... ...................................................................... ........ ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 258 RED -OM 68' 5 5 3/8 4 5/8 5 3/s 6 3/8 1 5 3/8 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 259 RED -OM-- ..................... ............................................ ......................................... 68' 5 _................................................................... 5 3/8 ................................. 4 5/8 5 3/8 .................................................................. 6 3/8 ....................................... 1 ............. ...... ...... ...... ........ 5 3/8 .............. ..... .................. IIIIIIIIIIIIIIII ;IIIIIIIIIIII .... ...... ....................................................................................... ...... .......... ...... ...... ...... ..................................................... ........................ ...... ...... ...... .......................................................... 260 QED-oRA 68' 5 5 3/8 4 5/s 5 3/s 6 3/s 1 5 3/8 IIIIIIIIIIIIIIII IIIIIIIIIIII 261 RED -OM 68' 5 51 /4 4 5/8 5 3/8 61 /4 1 51 /4 IIIIIIIIIIIIIIII 262 'ZED-ORA- .........................................................................................................._............................................................................................................................................................................................................................................................................................................. 68' 5 5 1/2 4 5/8 5 3/8 1/8 6 1/2 1 5 1/2 IIIIIIIIIIIIIIII IIIIIIIIIIII _........................................................................................................................................................................................................................................... 263 qED-ORAL 68' 5 51/4 4 5/8 5 3/8 61/4 1 5114 IIIIIIIIIIIIIIII IIIIIIIIIIII 264 QED-oRA 68' 5 5 3/8 4 5/8 5 3/s 6 3/8 1 5 3/8 IIIIIIIIIIIIIIII :IIIIIIIIIIII 265 RED -ORAL .........................................................................................................._...................................................................................................._........................................................................................................._.............................................................................................................._............................................................................................................................................................................................................................................... 68' 5 5 1/2 4 5/8 5 3/8 1/8 6 1/2 1 5 1/2 IIIIIIIIIIIIIIII ;IIIIIIIIIIII 266 QED -ORAL ..................... ............................................ ........................................._................................ 68' 5 5 1/2 .................................. ................................. 4 5/8 5 3/8 ............................... 1/8 .................................. 6 1/2 ....................................... 1 ............. ...... ...... .............. 5 1/2 ................................ IIIIIIIIIIIIIIII; IIIIIIIIIIII ................................................................................................... ........................................................................ ................. .................................................................................................... 267 QED -ORAL 68' 5 5 1 /2 4 5/8 5 3/8 118 6 1 /2 1 5 1 /2 IIIIIIIIIIIIIIII I I I I I I I I I I I I 268 kED-OFW 68' 5 5 4 5/8 5 3/8 6 1 5 IIIIIIIIIIIIIIII :IIIIIIIIIIII MAYES TESTING ENGINEERS M7171996.0042.2.xls ID Tendon Length Calc Actual -Tol. +Tol. ERR. First End Second End Location Remarks 1 # Color ft Elon Elon 7% 7% FLAG Gross Mark Net Gross Mark Net 269 RED -ORAL 68' 5 51/4 4 5/8 5 3/8 ' 61/4 1 51/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 27.0. ED-oRA .................................... ... ........... ............. ................... .... .... 68' ....._................................. 5 :5 1/4 ................................. ................................. 4 5/8 5 3/8 ............................ .... ...... ...... ................... .... 61/4 ...................................... 1 ....................................... 51/4 ................................ IIIIIIIIIIIIIIII :IIIIIIIIIIII ...................................... ................................. ...................................... ............................................................................... .................................................................................................... 271 QED-oRA 68' 5 51/4 4 5/8 5 3/8 61/4 1 51/4 IIIIIIIIIIIIIIII IIIIIIIIIIII 272 RED-OFW 68' 5 51/4 4 5/8 5 3/8 61/4 1 51/4 IIIIIIIIIIIIIIII IIIIIIIIIIII ................................................................................................................................................................................................................................................................... 273 QED-RA O2 68' 5 5 3/8 4 5/8 ' 5 3/8 6 3/8 1 5 3/8 IIIIIIIIIIIIIIII' IIIIIIIIIIII 274 QED -ORAL 68' 5 5 1/4 4 5/8 5 3) 61/4 1 5 1/4 IIIIIIIIIIIIIIII :IIIIIIIIIIII ° tressing blockout /11 MAYES TESTING ENGINEERS M7171996.0042.2.xls Distribution Page Report Number: M7171996.0042 Service Date: 07/16/18 Report Date: 07/23/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0043 Service Date: 07/17/18 Report Date: 07/26/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Partly cloudy Performed a final inspection of Level 2 north post -tension (PT) slab. Contractor installed patio embeds along grids C1' and C5. Per conversation with Todd Schoentrup additional # 5 reinforcing steel has been installed at beam at grid line CB'/C1.9' due to the tendon clearances from where the tendons sweep out of the beam. Deck has been cleaned off. Miscellaneous trim steel has been installed. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list Reviewed By: Timothy G. Beckerle, PE Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000l, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: M7171996.0043 Service Date: 07/17/18 Report Date: 07/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS i� Alrerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0457 Plant: Everett Truck No.: C144 Ticket No.: 108304 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 75 61 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) I 1 1 2 1 3 1 4 Initial Cure: Cure Box Sample Date: 07/18/18 Sample Time: 0550 Sampled By: Armando Luaces Weather Conditions: Cloudy Accumulative Yards: 70 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Sample Location: Placement Location: Level 2 north post -tension slab. Age at Maximum Date Date Test Load Received Tested (days) (lbs) 07/19/18 07/25/18 7 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0644 Plant: Everett Truck No.: C137 Ticket No.: 209579 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Result Specification 5 76 61 Set Specimen Avg Diam. Area No. ID (in) (sq in) 2 1 2 2 2 3 2 4 Initial Cure: Cure Box Sample Date: 07/18/18 Sample Time: 0748 Sampled By: Armando Luaces Weather Conditions: Cloudy Accumulative Yards: 220 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Sample Location: Placement Location: Level 2 north post -tension slab. Age at Maximum Date Date Test Load Received Tested (days) (lbs) 07/19/18 07/25/18 7 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0833 Plant: Everett Truck No.: C141 Ticket No.: 209599 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 1/2 No. ID (in) 3 1 3.98 3 2 3.98 3 3 3.98 3 4 3 5 3 6 3 7 Initial Cure: Cure Box 74 61 Sample Date: 07/18/18 Sample Time: 0930 Sampled By: Armando Luaces Weather Conditions: Cloudy Accumulative Yards: 370 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 6 Water Added After (gal): Sample Location: Placement Location: Level 2 north post -tension slab. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 07/19/18 07/23/18 5 F 65,580 12.44 07/19/18 07/23/18 5 F 65,840 12.44 07/19/18 07/23/18 5 F 64,840 07/19/18 07/25/18 7 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Compressive Strength Fracture Tested (psi) Type By 5,270 2 ZSR 5,290 3 ZSR 5,210 3 ZSR Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/24/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 1027 Plant: Everett Truck No.: C137 Ticket No.: 209619 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 3/4 No. ID (in) 4 1 3.98 4 2 3.98 4 3 3.98 4 4 4 5 4 6 4 7 Initial Cure: Cure Box 76 61 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 07/19/18 07/23/18 5 F 64,700 12.44 07/19/18 07/23/18 5 F 65,230 12.44 07/19/18 07/23/18 5 F 65,710 07/19/18 07/25/18 7 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 07/18/18 Sample Time: 1125 Armando Luaces Partly Cloudy 500 Batch Size (cy): 10 Pump 8 Level 2 north post -tension slab. Compressive Strength Fracture Tested (psi) Type By 5,200 2 ZSR 5,240 3 ZSR 5,280 3 ZSR Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 4 of 4 Distribution Page Report Number: M7171996.0044B Service Date: 07/18/18 Report Date: 07/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/27/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0457 Plant: Everett Truck No.: C144 Ticket No.: 108304 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.97 1 2 1 3 1 4 Initial Cure: Cure Box Result Specification 5 75 61 Sample Date: 07/18/18 Sample Time: 0550 Sampled By: Armando Luaces Weather Conditions: Cloudy Accumulative Yards: 70 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Sample Location: Placement Location: Level 2 north post -tension slab. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.38 07/19/18 07/25/18 7 75,460 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 6,100 2 AWB Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/27/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0644 Plant: Everett Truck No.: C137 Ticket No.: 209579 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 2 1 3.97 2 2 2 3 2 4 Initial Cure: Cure Box Result Specification 5 76 61 Sample Date: 07/18/18 Sample Time: 0748 Sampled By: Armando Luaces Weather Conditions: Cloudy Accumulative Yards: 220 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Sample Location: Placement Location: Level 2 north post -tension slab. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.38 07/19/18 07/25/18 7 81,520 07/19/18 08/15/18 28 07/19/18 08/15/18 28 07/19/18 08/15/18 28 Final Cure: Moist Room Compressive Strength Fracture Tested (psi) Type By 6,590 3 AWB Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/27/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 07/18/18 Sample Time: 0930 5,000 psi @ 28 days Sampled By: Armando Luaces Mix ID: 156000 Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 370 Batch Size (cy): 10 Batch Time: 0833 Plant: Everett Placement Method: Pump Truck No.: C141 Ticket No.: 209599 Water Added Before (gal): 6 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 2 north post -tension slab. Slump (in): 5 1/2 Air Content (%): Concrete Temp. (F): 74 Ambient Temp. (F): 61 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 1 3.98 12.44 07/19/18 07/23/18 5 F 65,580 5,270 2 ZSR 3 2 3.98 12.44 07/19/18 07/23/18 5 F 65,840 5,290 3 ZSR 3 3 3.98 12.44 07/19/18 07/23/18 5 F 64,840 5,210 3 ZSR 3 4 3.98 12.44 07/19/18 07/25/18 7 81,020 6,510 3 AWB 3 5 07/19/18 08/15/18 28 3 6 07/19/18 08/15/18 28 3 7 07/19/18 08/15/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 07/27/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 07/18/18 Sample Time: 1125 5,000 psi @ 28 days Sampled By: Armando Luaces Mix ID: 156000 Weather Conditions: Partly Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 500 Batch Size (cy): 10 Batch Time: 1027 Plant: Everett Placement Method: Pump Truck No.: C137 Ticket No.: 209619 Water Added Before (gal): 8 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 2 north post -tension slab. Slump (in): 5 3/4 Air Content (%): Concrete Temp. (F): 76 Ambient Temp. (F): 61 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 4 1 3.98 12.44 07/19/18 07/23/18 5 F 64,700 5,200 2 ZSR 4 2 3.98 12.44 07/19/18 07/23/18 5 F 65,230 5,240 3 ZSR 4 3 3.98 12.44 07/19/18 07/23/18 5 F 65,710 5,280 3 ZSR 4 4 3.98 12.44 07/19/18 07/25/18 7 77,810 6,250 2 AWB 4 5 07/19/18 08/15/18 28 4 6 07/19/18 08/15/18 28 4 7 07/19/18 08/15/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 3 day specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: c �N�'cha,'e_7�'ll S. Dolder, PE Senior Principal Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 4 of 4 Distribution Page Report Number: M7171996.0044B Service Date: 07/18/18 Report Date: 07/27/18 Revision 1 - 7-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS i� Alrerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 08/16/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 07/18/18 Sample Time: 0550 5,000 psi @ 28 days Sampled By: Armando Luaces Mix ID: 156000 Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 70 Batch Size (cy): 10 Batch Time: 0457 Plant: Everett Placement Method: Pump Truck No.: C144 Ticket No.: 108304 Water Added Before (gal): 5 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 2 north post -tension slab. Slump (in): 5 Air Content (%): Concrete Temp. (F): 75 Ambient Temp. (F): 61 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.97 12.38 07/19/18 07/25/18 7 75,460 6,100 2 AWB 1 2 3.98 12.44 07/19/18 08/15/18 28 97,440 7,830 2 KWB 1 3 3.98 12.44 07/19/18 08/15/18 28 92,490 7,430 2 KWB 1 4 3.98 12.44 07/19/18 08/15/18 28 89,670 7,210 2 KWB Average (28 days) 7,490 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 08/16/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 07/18/18 Sample Time: 0748 5,000 psi @ 28 days Sampled By: Armando Luaces Mix ID: 156000 Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 220 Batch Size (cy): 10 Batch Time: 0644 Plant: Everett Placement Method: Pump Truck No.: C137 Ticket No.: 209579 Water Added Before (gal): 5 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 2 north post -tension slab. Slump (in): 5 Air Content (%): Concrete Temp. (F): 76 Ambient Temp. (F): 61 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 2 1 3.97 12.38 07/19/18 07/25/18 7 81,520 6,590 3 AWB 2 2 3.97 12.38 07/19/18 08/15/18 28 106,940 8,640 2 KWB 2 3 3.98 12.44 07/19/18 08/15/18 28 105,010 8,440 2 KWB 2 4 3.98 12.44 07/19/18 08/15/18 28 99,240 7,980 2 KWB Average (28 days) 8,350 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 08/16/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days Sample Date: 07/18/18 Sample Time: 0930 5,000 psi @ 28 days Sampled By: Armando Luaces Mix ID: 156000 Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 370 Batch Size (cy): 10 Batch Time: 0833 Plant: Everett Placement Method: Pump Truck No.: C141 Ticket No.: 209599 Water Added Before (gal): 6 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Level 2 north post -tension slab. Slump (in): 5 1/2 Air Content (%): Concrete Temp. (F): 74 Ambient Temp. (F): 61 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 3 1 3.98 12.44 07/19/18 07/23/18 5 F 65,580 5,270 2 ZSR 3 2 3.98 12.44 07/19/18 07/23/18 5 F 65,840 5,290 3 ZSR 3 3 3.98 12.44 07/19/18 07/23/18 5 F 64,840 5,210 3 ZSR 3 4 3.98 12.44 07/19/18 07/25/18 7 81,020 6,510 3 AWB 3 5 3.97 12.38 07/19/18 08/15/18 28 97,550 7,880 2 KWB 3 6 3.97 12.38 07/19/18 08/15/18 28 96,610 7,800 2 KWB 3 7 3.97 12.38 07/19/18 08/15/18 28 94,890 7,670 5 KWB Average (28 days) 7,780 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.004413 Service Date: 07/18/18 Report Date: 08/16/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 3,500 psi @ 3 days 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 1027 Plant: Everett Truck No.: C137 Ticket No.: 209619 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. Result Specification 5 3/4 No. ID (in) 4 1 3.98 4 2 3.98 4 3 3.98 4 4 3.98 4 5 3.97 4 6 3.97 4 7 3.97 Initial Cure: Cure Box 76 61 Area (sq in) 12.44 12.44 12.44 12.44 12.38 12.38 12.38 Date Received 07/19/18 07/19/18 07/19/18 07/19/18 07/19/18 07/19/18 07/19/18 Date Tested 07/23/18 07/23/18 07/23/18 07/25/18 08/15/18 08/15/18 08/15/18 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Test Load (days) (lbs) 5 F 64,700 5 F 65,230 5 F 65,710 7 77,810 28 98,860 28 97,090 28 99,710 Average (28 days) Final Cure: Moist Room 07/18/18 Sample Time: 1125 Armando Luaces Partly Cloudy 500 Batch Size (cy): 10 Pump 8 Level 2 north post -tension slab. Compressive Strength Fracture Tested (psi) Type By 5,200 2 ZSR 5,240 3 ZSR 5,280 3 ZSR 6,250 2 AWB 7,990 3 KWB 7,840 2 KWB 8,060 2 KWB 7,960 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. F = Field Cured Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Armando Luaces Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 4 of 4 Distribution Page Report Number: M7171996.0044B Service Date: 07/18/18 Report Date: 08/16/18 Revision 2 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0046 Service Date: 07/24/18 Report Date: 07/30/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Upon arrival, was informed the contractors were not ready for scheduled inspection. Spoke with the superintendent and the inspection has been rescheduled for 07/25/18. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list Reviewed By: Timothy G. Beckerle, PE Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000l, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: M7171996.0046 Service Date: 07/24/18 Report Date: 07/30/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS i� Alrerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -TENSION OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0047 Service Date: 07/25/18 Report Date: 08/01 /18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Received the acceptance on the Level 2 north post -tension stressing log from Quantum Engineering, with the exception of the (3) tendons that were not stressed at the beam along grid CB'. The contractor has torch -cut the tendons and installed grease caps. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list Reviewed By: Timothy G. Beckerle, PE Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000l, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: M7171996.0047 Service Date: 07/25/18 Report Date: 08/01 /18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS i� Alrerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0049 Service Date: 08/08/18 Report Date: 08/14/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny On site to inspect the installation of post -installed anchors into existing detention vault per structural detail 18/S301 and RFI dated 08/07/18. Contractor epoxy grouted #5 90' hook bar dowels into existing vault slab with 6" embedment at 16" spacing; and 18" embedment at 16" spacing all around the perimeter of the vault. Holes were drilled with a 3/4" diameter hammer drill bit and were cleaned with appropriate size nylon brush and compressed air with extension nozzle in accordance with manufacturer printed installation instructions. The adhesive used was Simpson Strong -Tie SET-XP (lot SET-XP22-N 1000007510, expiration 04/2020). An adequate amount of adhesive was used to completely encapsulate the entire embedded portion of the dowels. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Marco Martinez Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0049 Service Date: 08/08/18 Report Date: 08/14/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0050 Service Date: 08/09/18 Report Date: 08/14/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Inspected holes drilled for #4 horizontal dowel bars into columns for stem walls. Holes were drilled 6" deep and proper cleaning with compressed air and wire brush was observed. Approved Simpson SET-XP (lot 1000005153, expiration 03/2020) was used. Locations: Grid lines CH from C8.6 to C11; C11 from CH to CJ; and (1) column at grid lines C5/CA'. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Michael Mattox Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0050 Service Date: 08/09/18 Report Date: 08/14/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0051 Service Date: 08/10/18 Report Date: 08/16/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (5) 4x8" cylinders On site for the following: 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny 1- Reinforced concrete placement of structural topping slab over existing detention vault. Reinforcing was per revised detail 18/S3.01-SSK 29; stem walls at grid lines CJ/C11 to CH/C9. Reinforcing was per detail 16/S.01. Contractor placed (40) cubic yards of Miles mix 155000PT by chute and vibrated. Cast (1) set of (5) 4x8" test cylinders for compressive strength testing (4000 psi at 28 days). Contractor requested a 3-day test break. 2- Epoxy grouted dowel bar installation at column and walls for stem walls from grid lines CC/Cl to CA/C4. Holes drilled to 6" embedment depth, cleaned, and Simpson SET-XP (lot 1000010421, expiration 03/2020) was used to place and insert the #4 reinforcing steel dowels. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0051 Service Date: 08/10/18 Report Date: 08/16/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 08/14/18 Task: Client Project MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project Number: M7171996 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Batch Time: 0945 Plant: Truck No.: C055 Ticket No.: 109349 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 4 -6 4.7 4.5 - 7.5 81 50 - 90 75 Sample Date: 08/10/18 Sample Time: 1050 Sampled By: David Bernier Weather Conditions: Sun Accumulative Yards: 4 Batch Size (cy): 10.5 Placement Method: chute Water Added Before (gal): 20 Water Added After (gal): Sample Location: vault lid Placement Location: Vault lid and stem walls. Laboratory Test Data Age at Set Specimen Avg Diam. Area Date Date Test No. ID (in) (sq in) Received Tested (days) 1 a 3.98 12.44 08/13/18 08/13/18 3 1 b 4.00 12.57 08/13/18 08/17/18 7 1 c 4.00 12.57 08/13/18 09/07/18 28 1 d 4.00 12.57 08/13/18 09/07/18 28 1 e 4.00 12.57 08/13/18 09/07/18 28 Initial Cure: Outside in shade Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Maximum Compressive Load Strength (lbs) (psi) 39,440 3,170 Fracture Tested Type By 3 ZSR Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR000t, 11-16-12, Rev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 08/14/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 08/20/18 Revision 1 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Sand and Gravel Batch Time: 0945 Plant: Truck No.: C055 Ticket No.: 109349 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 4 -6 4.7 4.5 - 7.5 81 50 - 90 75 Sample Date: 08/10/18 Sample Time: 1050 Sampled By: David Bernier Weather Conditions: Sun Accumulative Yards: 4 Batch Size (cy): 10.5 Placement Method: chute Water Added Before (gal): 20 Water Added After (gal): Sample Location: vault lid Placement Location: Vault lid and stem walls. Laboratory Test Data Age at Set Specimen Avg Diam. Area Date Date Test No. ID (in) (sq in) Received Tested (days) 1 a 3.98 12.44 08/13/18 08/13/18 3 1 b 4.00 12.57 08/13/18 08/17/18 7 1 c 4.00 12.57 08/13/18 09/07/18 28 1 d 4.00 12.57 08/13/18 09/07/18 28 1 e 4.00 12.57 08/13/18 09/07/18 28 Initial Cure: Outside in shade Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Maximum Compressive Load Strength (lbs) (psi) 39,440 3,170 49,750 3,960 Fracture Tested Type By 3 ZSR 2 HRB Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 08/20/18 Revision 1 - 7-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 09/10/18 Revision 2 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 08/10/18 Sample Time: 1050 Sampled By: David Bernier Mix ID: 155000PT Weather Conditions: Sun Supplier: Miles Sand and Gravel Accumulative Yards: 4 Batch Size (cy): 10.5 Batch Time: 0945 Plant: Placement Method: chute Truck No.: C055 Ticket No.: 109349 Water Added Before (gal): 20 Field Test Data Water Added After (gal): Sample Location: vault lid Test Result Specification Placement Location: Vault lid and stem walls. Slump (in): 6 4 - 6 Air Content (%): 4.7 4.5 - 7.5 Concrete Temp. (F): 81 50 - 90 Ambient Temp. (F): 75 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.98 12.44 08/13/18 08/13/18 3 39,440 3,170 3 ZSR 1 b 4.00 12.57 08/13/18 08/17/18 7 49,750 3,960 2 HRB 1 c 3.98 12.44 08/13/18 09/07/18 28 66,330 5,330 2 HRB 1 d 3.99 12.5 08/13/18 09/07/18 28 68,820 5,500 3 HRB 1 e 3.98 12.44 08/13/18 09/07/18 28 66,880 5,380 2 HRB Average (28 days) 5,400 Initial Cure: Outside in shade Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0051A Service Date: 08/10/18 Report Date: 09/10/18 Revision 2 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0052 Service Date: 08/14/18 Report Date: 08/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Inspected Level 3, floor diaphragm nailing at grid lines CH-CL from C6 to C11. Diaphragm nailing and nailing to shear wall below were per plans. Strapping was not installed at time of inspection. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0052 Service Date: 08/14/18 Report Date: 08/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0053 Service Date: 08/20/18 Report Date: 08/24/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Hazy On site for the following: 1- Inspected diaphragm nailing, sheathing and blocking on Level 3 at grid lines CA to C6/C1 to C4. Verified nailing, sheathing and blocking were per framing details and note 49/S1.01. 2- Verified Level 2 to Level 3 6x6" posts on perimeter (shown on S202c) had (4) A35 clips per detail 19/S4.02. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0053 Service Date: 08/20/18 Report Date: 08/24/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0054 Service Date: 08/20/18 Report Date: 08/28/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Item 1 Level 2: Inspected reinforcing for the closure strip at grid line CC'/Cl' to C4' and the stress pocket at grid lines CL/C8. Verified reinforcing as per detail 8/S-302. Stress pockets have been previously grouted. Item 2 Observed concrete placement of (7) cubic yards of Miles mix 155000PT at the following Level 1 locations: A. The stem walls (6" wide by 24" high) at grid lines CA/Cl to C5, C1/CA to CC, C5/CA to CE, C4'/CA' to CA.3 and C4'/CB' to CB.6. Reinforcing was previously verified. B. The curb, 6" wide by 6" high by approximately 80' long in the southwest parking area. Concrete was place via truck chute and wheelbarrow and mechanically consolidated. Cast (4) 4x8" test cylinders for compressive strength testing requiring 4000 psi at (28) days. Item 3 Inspected epoxy dowel installation for wall from Level L1 to L2 at grid line C11/CK to CL. Verified reinforcing and embedment as per change order SSK-28. Simpson SET-XP (expiration 03/2020) adhesive was used. Holes were brushed and blown clean. Note: SSK-28 calls for dowels to be epoxied on all sides; horizontal in columns on both sides and verticals at top and bottom of wall. Today, bottom and both sides were epoxied. Tops of wall dowels will be epoxied at a later date. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0054 Service Date: 08/20/18 Report Date: 08/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0054A Service Date: 08/20/18 Report Date: 08/28/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 155000PT Supplier: Miles Batch Time: 1037 Plant: Truck No.: C115 Ticket No.: 210974 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.98 1 2 1 3 1 4 Initial Cure: Cure Box Result Specification 5 5.4 81 67 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 08/21/18 08/27/18 7 54,900 08/21/18 09/17/18 28 08/21/18 09/17/18 28 08/21/18 09/17/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. 08/20/18 Sample Time: 1215 Charles Solway 60's 7 Batch Size (cy): 7 Wheelbarrow Curbs Level L1 stem wall and curbs in southwest parking area. Compressive Strength Fracture Tested (psi) Type By 4,410 5 KWB Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0054A Service Date: 08/20/18 Report Date: 08/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.0054A Service Date: 08/20/18 Report Date: 09/18/18 Revision 1 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 08/20/18 Sample Time: 1215 Sampled By: Charles Solway Mix ID: 155000PT Weather Conditions: 60's Supplier: Miles Sand and Gravel Accumulative Yards: 7 Batch Size (cy): 7 Batch Time: 1037 Plant: Placement Method: Wheelbarrow Truck No.: C115 Ticket No.: 210974 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Curbs Test Result Specification Placement Location: Level L1 stem wall and curbs in Slump (in): 5 southwest parking area. Air Content (%): 5.4 Concrete Temp. (F): 81 Ambient Temp. (F): 67 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 1 3.98 12.44 08/21/18 08/27/18 7 54,900 4,410 5 KWB 1 2 3.98 12.44 08/21/18 09/17/18 28 70,470 5,660 2 KWB 1 3 3.98 12.44 08/21/18 09/17/18 28 67,160 5,400 2 KWB 1 4 3.98 12.44 08/21/18 09/17/18 28 73,960 5,940 5 KWB Average (28 days) 5,670 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Solway Reported To: Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0054A Service Date: 08/20/18 Report Date: 09/18/18 Revision 1 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0055 Service Date: 08/23/18 Report Date: 08/28/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy Item 1: Lateral Wood Framing Inspection Inspected the nailing of the Level L3 floor sheathing between grid lines CA to CA'/C1 to C5. Nailing was found to be per approved plans. Item 2: Stair 3 Epoxy Doweling Observed drilling and cleaning holes into hardened concrete walls for epoxy grouted dowels to be installed for Stair 3 from Levels L1 to L2. Observed installation of (64) #4 horizontal dowels for the above -noted stair. The epoxy operation was done according to RFI 31, and epoxy manufacturer's printed instructions. Epoxy adhesive used was Simpson Strong Tie SET-XP (expiration 05/2020). Note: The reinforcement of the stairs was not ready for inspection, contractor stated that they will have Mayes Testing Engineers (MTE) inspect it tomorrow prior to concrete placement. Item 3: Reinforcement Inspection Verified the reinforcing steel, for size, grade, quantity, spacing, lap splice, and clearance, for the added wall from Levels L1 to L2 at grid line C11/CL to CK. Inspection was performed according to RFI 34, which calls for #5 reinforcing at 12" on center each way; currently, there is #4 horizontal reinforcement installed. Contractor stated that they will correct it, and have MTE re -inspect it tomorrow prior to concrete placement. Also, the contractor stated that the (top) vertical epoxy grouted dowel installation into the Level L2 slab for the same wall will be inspected prior to concrete placement (per contractor, the side and bottom epoxy grouted dowel operation was previously inspected). PRELIMINARY INSPECTION Items 2 and 3 to be completed and verified prior to placement. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Ilir Dardania Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0055 Service Date: 08/23/18 Report Date: 08/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.005613 Service Date: 08/24/18 Report Date: 08/28/18 Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Batch Time: 0644 Plant: Truck No.: c060 Ticket No.: 109883 Field Test Data Test Result Specification Slump (in): 6 4 - 6 Air Content (%): Concrete Temp. (F): 69 50 - 90 Ambient Temp. (F): 62 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 08/24/18 Sample Time: 0747 Sampled By: David Bernier Weather Conditions: Overcast Accumulative Yards: 5 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Closure strip Placement Location: Closure strip, wall and stair #3. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.99 12.5 08/27/18 08/27/18 3 51,840 4,150 3 JHK 1 b 08/27/18 08/28/18 4 1 c 08/27/18 08/31/18 7 1 d 08/27/18 09/21/18 28 1 e 08/27/18 09/21/18 28 1 f 08/27/18 09/21/18 28 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0056B Service Date: 08/24/18 Report Date: 08/28/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.005613 Service Date: 08/24/18 Report Date: 09/04/18 Revision 2 - 7-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 156000 Supplier: Miles Sand and Gravel Batch Time: 0644 Plant: Truck No.: c060 Ticket No.: 109883 Field Test Data Test Result Specification Slump (in): 6 4 - 6 Air Content (%): Concrete Temp. (F): 69 50 - 90 Ambient Temp. (F): 62 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Date: 08/24/18 Sample Time: 0747 Sampled By: David Bernier Weather Conditions: Overcast Accumulative Yards: 5 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Closure strip Placement Location: Closure strip, wall and stair #3. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.99 12.5 08/27/18 08/27/18 3 51,840 4,150 3 JHK 1 b 3.98 12.44 08/27/18 08/28/18 4 63,700 5,120 2 KWB 1 c 3.98 12.44 08/27/18 08/31/18 7 68,250 5,490 2 HRB 1 d 08/27/18 09/21/18 28 1 e 08/27/18 09/21/18 28 1 f 08/27/18 09/21/18 28 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0056B Service Date: 08/24/18 Report Date: 09/04/18 Revision 2 - 7-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171996.005613 Service Date: 08/24/18 Report Date: 09/24/18 Revision 3 - 28-day results Task: Client Project - M7171996 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Permit No.: BLD2016-1538 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 08/24/18 Sample Time: 0747 Sampled By: David Bernier Mix ID: 156000 Weather Conditions: Overcast Supplier: Miles Sand and Gravel Accumulative Yards: 5 Batch Size (cy): 10 Batch Time: 0644 Plant: Placement Method: Pump Truck No.: c060 Ticket No.: 109883 Water Added Before (gal): 0 Field Test Data Water Added After (gal): Sample Location: Closure strip Test Result Specification Placement Location: Closure strip, wall and stair #3. Slump (in): 6 4 - 6 Air Content (%): Concrete Temp. (F): 69 50 - 90 Ambient Temp. (F): 62 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 a 3.99 12.5 08/27/18 08/27/18 3 51,840 4,150 3 JHK 1 b 3.98 12.44 08/27/18 08/28/18 4 63,700 5,120 2 KWB 1 c 3.98 12.44 08/27/18 08/31/18 7 68,250 5,490 2 HRB 1 d 3.98 12.44 08/27/18 09/21/18 28 96,620 7,770 2 KWB 1 e 3.98 12.44 08/27/18 09/21/18 28 101,890 8,190 2 KWB 1 f 3.98 12.44 08/27/18 09/21/18 28 97,580 7,840 5 KWB Average (28 days) 7,930 Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?-:1 � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171996.0056B Service Date: 08/24/18 Report Date: 09/24/18 Revision 3 - 28-day results Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0057 Service Date: 08/30/18 Report Date: 09/05/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Inspected diaphragm nailing and nailing to shear wall below for the Level 4 diaphragm at grid lines C5.9 to C11 from CH to CL. Additionally, inspected strapping for parapet located at Level 4 on grid line C1 VCH to CL; installed per detail 6/S403. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0057 Service Date: 08/30/18 Report Date: 09/05/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) W.G. Clark Construction Co, Kurt Robinson (1) W.G. Clark Construction Co, Murph "Rex" Cruse (1) W.G. Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0058 Service Date: 09/06/18 Report Date: 09/10/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny On site for lateral wood framing inspection of Level 4 floor diaphragm sheathing and nailing at grid lines C5.9 to CE/C1 to C4. Inspected sheathing and nailing per Notes 48/S101 and 2/S101 (6" edge nailing and 12" field nailing with 8d nails, sheathing 23/32" tongue and groove, APA rated). To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0058 Service Date: 09/06/18 Report Date: 09/10/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0059 Service Date: 09/07/18 Report Date: 09/13/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A On site for the following: 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Indoors Item 1: Inspected all interior shear walls on Level 2 for sheathing, nailing, A35 clips and hold-downs. All walls on this level are Type 3 per detail 10/S400; hold-downs were per schedule on S202C. Walls inspected are per plan with the following exceptions: A. Shear wall at grid line CC/Cl to C2 not complete. B. At most corridors and bathroom shear walls, the contractor ran plywood into solid blocking and nailed (2) rows — (1) at the rim and (1) into the solid blocking at edge nail pattern. This was done instead of using A35 clips. Contractor needs to provide clarification from the engineer that this is acceptable. Item 2: Verified all Level 3 to Level 4 perimeter 6x6" posts have A35 clips per detail 19/S4.02. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0059 Service Date: 09/07/18 Report Date: 09/13/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0060 Service Date: 09/12/18 Report Date: 09/17/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Partly cloudy Inspected balance of Level 4 floor plywood nailing from previous inspections on 08/30/18 and 09/06/18. Floor plywood nailing at Level 4 now complete at interior areas per the structural pans and details. Small north end deck to be confirmed later. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Thomas Cain Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0060 Service Date: 09/12/18 Report Date: 09/17/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0061 Service Date: 09/13/18 Report Date: 09/19/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Shear walls for Level 3 were inspected. Nailing pattern, top clips and plate nailing were found to be per approved plans and specifications. Most of the strapping is in place, but will not be nailed off until the building is loaded. The contractor epoxy -grouted (6) 7/8" diameter all -thread rods to the Level 2 slab in Units 233, 226 and 225 per SSK-30 and SSK-31. Holes were found to be of required 8" depth and were cleaned with brush and compressed air. Simpson SET-XP two-part epoxy (lot 100000153, expiration 03/2020) was mixed and applied per Simpson's directives. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Charles Edgerton Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0061 Service Date: 09/13/18 Report Date: 09/19/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0062 Service Date: 09/21/18 Report Date: 09/26/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Inspected diaphragm nailing and nailing to shear wall below. Diaphragm nailing was per plan. Location: Roof Level at grid lines CB to C11 from CG to CL.5. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0062 Service Date: 09/21 /18 Report Date: 09/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0063 Service Date: 10/01/18 Report Date: 10/05/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Rain Inspected shear wall nailing, clip hardware and bottom plate connection. Nailing, clip hardware and bottom connection installed per schedule 10/S400. Location: Level 4 at grid lines C1 to C11 from CB to CL. Inspected A35 clip installation at 6x6 posts. The A35 clips are installed per detail 19/S402 and RFI 28. Location: Level 4 exterior posts at balcony on grid lines C1 to C11 from CB to CL. Inspected hold-down installation. Hold downs installed per schedule 15/S400. Location: Grid lines CA to C11 from CIF to CL. Inspection of roof diaphragm nailing. Nailing installed per plan. Location: Roof Level at grid lines CB to CD from C1 to C6. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0063 Service Date: 10/01 /18 Report Date: 10/05/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0064 Service Date: 10/03/18 Report Date: 10/09/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Inspected diaphragm nailing for roof. Nailing installed per plan. Location: Roof Level at grid lines CA to CH from C1 to C5. Inspected shear nailing for elevator penthouses and exterior shear walls. Shear nailing was per plan. Location: Roof Level penthouses at grid lines CB to CC from C2' to C3'. Exterior walls from Level 2 to Level 4 and parapet west of grid line CL/C5 to C11. Inspected parapet connections to roof diaphragm. Parapet connections were per plan. Location: Roof Level at grid lines C1 to C11 from CB to CL. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0064 Service Date: 10/03/18 Report Date: 10/09/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0065 Service Date: 10/16/18 Report Date: 10/19/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear On site to verify and inspect the completion of exterior shear wall panel nailing. All exterior walls were inspected from lines C1' x H' north around building to lines CA x C1, second floor to roof. Nails were added where needed to meet specifications. Work is per details S202, S203 and S204. On site to verify and inspect the completion of the erection and welding of the store front framing. Exterior framing was inspected from lines C8 x C1 south around the east side of the building to lines C11 x CJ. Note: 4" x 4" tube steel column bases at lines C8 x C1 and C5 were welded on (3) of (4) sides. The column at lines C11 and CH was welded on (2) of (4) sides; and the 8" x 4" tube steel beam on line C11 from CJ to CH was welded on (3) of (4) sides. These field conditions were verbally approved by Quantum. Work and welding was per RFI 8.2, RFI 37 and AWS D.1.1 criteria.. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Edward Bauman Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0065 Service Date: 10/16/18 Report Date: 10/19/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Sand & Gravel, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0066 Service Date: 10/31/18 Report Date: 11 /05/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Overcast Inspection of exterior shear wall nailing. The shear wall nailing is per plans. Locations: Level 2 to Roof parapet at grid lines CA/C1 to C5, C1 to C5/CA to CH and C1 VCH to CL. Exterior shear nailing is complete. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Barry Tuttle Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0066 Service Date: 10/31 /18 Report Date: 11/05/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 WOOD FRAME OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0067 Service Date: 12/20/18 Report Date: 12/26/18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLD2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Indoor On site to inspect typical floor to floor hold-down straps at shear walls per detail 15/S400. Inspected all of Floor 3 upper and lower strapping. Any areas needing attention were completed prior to our departure. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0067 Service Date: 12/20/18 Report Date: 12/26/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0068 Service Date: 12/27/18 Report Date: 12/31 /18 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLDG 2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Cloudy Level 2: Balcony Shear Clip Welding to Embed Plates Visually inspected field welding of clips to embed plates to meet submittal 056 and details 1/101.10 and 19/S402 after a few undersized weldments were increased to 1/4" minimum specified size. Also, reviewed RFI 30, requiring an added 3/4" thick weld plate welded to the existing embeds requiring a 5/16" fillet on (3) sides; all of these welds were undersized and additional weldment was added to meet 5/16" minimum fillet weld size callout. All weldments now meet AWS D1.1 visual acceptance criteria To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0068 Service Date: 12/27/18 Report Date: 12/31/18 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0069 Service Date: 12/31/18 Report Date: 01 /04/19 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLDG 2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Clear Level 3 framing plan S2.03. Verified Level 2 to 3 transitional nailing of the vertical hold-down strapping per shear wall schedule at all interior shear walls, with wrong strapping connection resolved at two (2) locations. Typical balcony/clevis connections including Juliette balcony/clevis connections from underside of Level 3 to underside of Level 4 were inspected this visit. Verified installations and connectors per detail 19/S4.02, and per attached RFI's #28 and #40. After missed rows of 10d nailing at 6" on center to joists were resolved at Juliette balcony, joists perpendicular, and (2) loose through -bolt connections were tightened down. Note: Room 206 through -bolt connection at one (1) location needs to be replaced and will get re -inspected next site visit. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Todd Wirtz Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 W.G.CLARK CONSTRUCTION CO. RFI# 28 Wood Framing Clarifications Date Sent: 6/15/2018 RFI Source: Request for Information Project: 785 The Village at Westgate W.G. Clark Construction Needed by: 6/27/2018 Sub FQ Reference: Priority Rating: High Document Ref.: G003;A301;A302;S202C-S205;S400-S403 Potential Schedule Impact: U Potential Cost Impact: U Potential impact to: Wood framing, window installation/sizing, unit venting, balcony sizing, holdown installation. Location: All wood framing levels - everywhere. Question: Please see the attached RFI#28—Sk. I -Sk. 6 in reference to the following items: 1)Exterior header beams cannot be below or flush with the top of the double top plates due to the height of the windows/doors/sliding doors — as shown per detail 10/S401. Please confirm it is acceptable to revise the typical exterior hea plates. ier detail as shown in Sk.1, with the header beam being treated as a flush beam above Confirmed; The exterior headers can be flush with the floor and roof framing. See details 182/S402 for flush beam condition (where occurs). Also, refer to Sk.1 for additional comments. the double top 2)Please confirm it is acceptable to configure the interior wall typical header condition (12/S400) to be similar to the exteri :)r typical header — as a flush beam/header above the double top framing plates. See Sk.2 Confirmed; The interior flush headers are acceptable. See detail 11/S401 for additional information at flush beam end connection (where occurs). 3)Please confirm if placement of holdowns is supposed to be within the shear wall or outside of the shear wall. Particularly, are there supposed to be holdowns on the exterior walls or corridor walls? We would prefer to keep the holdowns within the shear walls — inside of the units, with the exception of the corridor walls clearly called - out as SW -A . See Sk.3 for locations in question. Holdown locations on the structural plans are approximate and can be shifted slightly to fit within the shear wall length noted. See Sk.3 for additional comments. 4)Window types W7, W 10, & W 19 rest on the bottom plate at L2; placement of anchor bolts is not achievable below these windows without reducing the size of the windows. Please confirm it is acceptable to recess the anchor bolt Slate and nut as shown in SkA Confirmed; It is acceptable to recess the anchor bolts (1" max) at the exterior walls (as needed). See SkA for additional comments. 5)Please confirm it is acceptable to recess the balcony/railing weld plates to be flush with the exterior ply sheathing; this method will facilitate waterproofing (future BE RFI), and will also reduce conflicts with depth of siding and the plate nuts/bolts. See Sk.5 Confirmed; It is acceptable for the connection plates to be flush with the exterior sheathing. See Sk.5 for additional comments 6)Please confirm it is acceptable to blockout the framing for unit venting as shown in Sk.6. Max opening size anticipated is 16"xl6" inside dimensions). Confirmed; The blockout for the unit venting ducts shown on Sk.6 is acceptable at the exterior wall framing. 7)Please confirm it is acceptable to utilize Simpson Strong -Tie 5/8" Titen HD anchor bolts (5" embedment) at locations where anchor bolts are required, but may have been lost during concrete placement at the L2 PT deck. Confirmed; It is acceptable to use 5/8" dia. Titen HD screw anchors with 5" min. embed (as needed) to attach the wall sill plates at the L2 PT deck. The contractor shall notify the FOR (Quantum) prior to installing the anchors. In addition, all PT tendons and slab reinforcement shall be located by X-ray prior to anchor installation. 1945 Yale Place E. • Seattle, WA 98102 Phone: (206) 624-5244 Fax: (206) 682-7126 www.wgclark.com W.G.CLARK CONSTRUCTION CO. Request for Information Radar imaging will be conducted prior to placement. 8)Please confii 9)Please confii VV/1LL I T I-C I I ZA" VV L/ CENTER WALL OF STAIRS CONFIRMED- AZ/SMS arally required. 2x8 framing, as currently shown, may still be needed per energy requirements in order to fit insulation. In essence, either option is structurally acceptable? 2x6 wall framing is structurally acceptable at the exterior walls. (See email response dated 06/20/2018) Sergio Ortega Project Engineer EMail sorte a ,wgclark.com Response (indicate below or by attachment): Respond to this address W.G. Clark/Jobsite 10032 Edmonds Way Edmonds, WA 98020 Phone: 2X6 R-21 WATT ACCEPTABLE FOR PERIMETER WALLS SEE UPDATED RFI #17 RESPONSE FOR NEW ENERGY CALCS - AZ/SMS By: Todd Schoentrup (Quantum) Date: 06/28/2018 1945 Yale Place E. • Seattle, WA 98102 Phone: (206) 624-5244 Fax: (206) 682-7126 www.wgclark.com RFI#28 Sk.1 WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE M5TA24 U.O.N.— DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6-0" IN LENGTH — (6) IOd-F NAILS — PLATE KING STUD U I / EDOUBLE PLATE AT IXTERIOR OPENIINNG5 1 \ TRIM STUD POST PER PLAN AND DETAIL HEADER PER PLAN, 12/5400 (AT EXTERIOR WALL5, PROVIDE MIN. (2) COORDINATE PLACEMENT OF HEADERS WITH ARCH. 2x STUDS AT HEADERS 4'-0" AND LONGER) IOd-F NAILS ® 8" O.G., TYP. AT BUILT-UP STUDS TYPICAL HEADER DETAIL 50ALe: NONE I 10 TOP CONNECTION bx P05T PER PLAN PER I9/5403 35 EACH SIDE OF OST w/ 8d COMMON LON& 2, b" 36 NAIL5 @ 4" O.G. MAX. TO BLK6. 4 4 BALCONY PER PLAN, DESIGNED G520 STRAP w/ BY OTHERS (4) IOd NAILS TO EACH BLK6. RY"xb" w/ 'TER BOLTS (3) BAYS OF%4' L5L BLK6., ALI6N w/ BALCONY CONNECTION FLY2NIO OYO" wl (4) %`4) THRU-BOLTS RIM BEAM PER PLAN ® T' O.G. EACH WAY fEY4'x2"x2" NA5HER5, TYP. TYPICAL BALCONY CONNECTION (BOTTOM) scale: NONe I C+ Rim Joist Per Plan Party Walls Beyond 6x6 Posts Per Plan Confirmed; The flush header is Flush Header Beam. acceptable per details 182/S402 Please confirm this is acceptable Slider Door Opening 2x Exterior Wall Studs 3x Framing Plate L2 Only 2x Framing Plate a L3 & L4 la2x stud is required at edge of each 6x6 post in order to provide room for A35 clip, as shown on the right, as well as to allow for the balcony clevis attachment t outward and provide a wider bE Some window configurations di for more than (1) 2x at the edg( due to the spacing between the Please confirm the framing as and to the right is acceptable. Examples of where there is not room to add more 2X studs incl Types 131, A2, A3, & A4 Window Opening Continuous Trimmer Studs As Bearing Studs. Please confirm this is acceptable OK; Provide (2) studs minimum at each side of header at exterior wall (UO.N.) King Studs Per Plan RFI#28 Sk.2 EXTEND BEAM TO MATCH POST Od F NAILS DEPTH BELOW. ADD 50LID BLKG. 9 WHERE BEAM WIDTH<STUD WIDTH STAGGERED 50LID WOOD BLKG. BELOW POST PER 7/5401, TYP. SECTION A PER PLAN II II/5401 ALIGN FACE 1. 0/5401 OF P05T5,TYP. HAND BUILT-UP STUD P05T PER SCHEDULE A SPAN v BEAM FLUSH BEAM CONDITION P05T AT BEAM END SCHEDULE - INTERIOR WALL Nailers for door frame and casing HEADER CONDITION POST AT BEAM END SCHEDULE BEAM SPAN NO OF 2x 5TUD5 IN BUILT-UP POST ABOVE L2 L3 L4 4'-0" 2/2 2/2 2/2 4'-0" - S'-0" 3/2 2/2 2/2 > 6-0" 4/5 3/2 2/2 ADD SOLID BLKG. T1, NO. OF 2x& STUDS, TYP. WHERE HDR WIDTH e NO. OF 2x4 STUDS, TYP. < STUD WIDTH I. USE HF#2 OR BETTER FOR ALL BUILT-UP POSTS 2. THI5 TABLE DOES NOT APPLY TO HEADERS IN EXTERIOR WALL5. SEE DETAIL 10/5401 FOP BEAM END POSTS AT EXTERIOR WALL5. BUILT-UP 3. THI5 TABLE APPLIES UNLESS BUILT-UP STUD POSTS ARE STUD P05T SHOWN ON PLAN. PER SCHEDULE 4. EQUIVALENT OR GREATER GRO55-5ECTIONAL AREA OF 3x'5 OR 4x'5 MAY BE USED IN PLACE OF BUILT-UP 2x POSTS. 5. USE DF#I FOR 4x& AND &x& POSTS. SOALE: NONE IL Party walls beyond Confirmed Please confirm headers at unit entries, and all unit interior doors can be configured as a flush beam condition per detail 12/S400 Typical door framing would be configured as shown on the image to the left. Please confirm trimmer studs con be used as bearing studs so long as the trimmers are continuous from bottom plate to top plate as shown here. N irmed; Provide (2) fullht studs minimum at each of headers (UO.N.) 0 CE CF N 1A) zo � � 19 F_ N CLP C1 C4' C2 C3' 13/5401 C2' sj C1' 13/5401 6+6 bj bib C3 C4 C5 I I I D 'SOX \11 ''OX I I I Jb 5/5401 v PRE-FABRI GATED BALCONY TO BE DE516NED A5 A DEFERRED SUBMITTAL, TYP. / �\< �X I0. \'0., Preferred placement of holdowns near exterior walls, and corridor walls is within the unit party wall. Locations within the plan below imply placement of some of the H Ds are at the exterior walls or within small sections of corridor wall. Areas highlighted in red are of greater concern wit the available Stud Packs per room/wall, or placement near windows HD Schedule that already have several posts/stud packs to the sides. Exterior Wall Please confirm if there is flexibility with the placement of the holdowns; what are the parameters? Particularly, can the highlighted HDs be shear walls placed on the inside of the corresponding t is shown on walls similar to the image on the left? -ations are acceptable Preferred location is shown by yellow dots lesign intent. on the floor plan below. HDU Party Walls HOLOOWN 50HEDULE MARK HOEDOWN / GAP NO. STUDS NO. STUDS HI HOU2 / 2.3K (5) 2x4 (3) 2x6 H2 HOU4 / 3.3K (5) 2x4 (4) 2x6 H3 HOU5 / 4.IK (5) 2x4 (4) 2x6 H4 HDU8 / 5.7K (6) 2x4 (4) 2x6 H5 HDUII / 8.IK (6) 2x4 (5) 2x6 NOTES: I. "NO. STUDS" 15 TOTAL NUMBER OF WALL END STUDS Q A5 5HONN ON 20/5400, U.O.N. ON PLANS. STUDS SHALL BE DF#2 OR BETTER. 2. THE HOEDOWN CAPACITIES SHOWN IN THE SCHEDULE I ND I GATE THE REOU I RED ALLOWABLE TEN51 LE GAPAG I TY OF THE THREADED R005 AND ANCHOR BOLTS. AA3 , , J, \ \ /16/5505, TYP. AT BALCONY — — — — — — — — — — — C G r� 15/5401 i H4� H4 ®r- I I ^ ®r- I I ®r- 2/54011I 12/5401 — — — I2/5401 — G -— — — — — — — — — — 71 H3 �' I 1 s� I I I I I 12/5401 / i r H5 l \ 77J Eel -P' II x b 5W-3 GD < X 12" GONG. POST- TENSIONED SLAB. /8 ^ 13/5401 �+ `\ T.O. SLAB go/ _ I8/5401 13/5401 v -4 Ncn®r- 12/5401 1 b+b IL ---- I I I I I - 1 6 6 I I I I 6 I I I I I I I I I 15'-7" 26-3 1 /2" 23'-2" 12'-11 " 46-10 1 /2" 16-10 1 /2" 26-11 " 22'-5 1 /2" 21'-2" 23'-1 " C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 LEVEL 2 AOOD FRAM I NG PLAN SCALE: I/V = 11-0" Stuu OMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 WESTERN AVE SUITE 200 Seattle, WA USA 98101 206 587 3797 tel 206 587 0588 www.studioms.com 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 Q U A N T U M FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.com CLIENT/OWNER Westgate Village LLC Westgate Edmonds 10032 EDMONDS WAY EDMONDS, WA, 98020 TITLE STAMP KEY PLAN PROJECT NUMBER 16369.01 ISSUED FOR: DATE: BUILDING PERMIT 3/15/17 BUILDING PERMIT CORRECTION #1 6/23/17 2 BUILDING PERMIT CORRECTION #2 9/29/17 3 BUILDING PERMIT CORRECTION #3 11/20/17 CONSTRUCTION ISSUE 11 /30/17 APPROVAL BY: DRAWN BY: SC CHECKED BY: TJS/SKK SHEET CONTENTS LEVEL 2 WOOD FRAMING PLAN SHEET NUMBER S202C RFI#28 SkA 3x8 Plate Confirmed; The recessed anchor bolts are acceptable at the exterior walls (as required) for the window/door locations. Please confirm this configuration is acceptable where required. 3"x3"x1/4" washer Required at AB locations below plate within 41/2" WT W10, & W19 windows. diameter countersink Configuration may also be required at interior locations where walls are congested due to stud packs/posts. 12" PT Deck The interior anchor locations will need to be reviewed on an individual basis (where required) J-Bolt w/ 7" embed per plan If condition above is not permissible, another 2x member will need to be added to the bottom framing plate in order to conceal the anchor bolt; this will reduce the size of the window by another 1 1/2". RFI#28 Sk.5 DBL. TOP PLATE A35 EACH SIDE OF P05T TO TOP PLATE 6x POST PER PLAN 2' 6 52' 1/5402 $ 3/4" MAX.) MAX. 2/5402 AT SIM. R Y211, TYP. w/ I"0 #3 5.5. CLE:EACH 5.5. PIN AT END I 114 5.5. ROD i4 rrP. 4 CANOPY/BALCONY BOTTOM CONNECTIONPER PER PLAN, DESIGNED 111/5402 BY OTHERS AND Ib/5303 TYPICAL CMOPY/BAILOMY CONNECTION (TOP) - DIAGONAL BRACE 56ALE: NONE l C TOP CONNECTION bx P05T PER PLAN PER 19/5403 A35 EACH 51DE OF POST w/ Sd COMMON NAILS (2VY LONG) 6" Sd NAILS ® 4" O.G. i4 MAX. TO BLKG. %4 BALCONY PERPLAN, 7DALCON'r DE516NEDAP w/ BY OTHERS ILS TO G.T Y1"X6" w/ (2) %4"BOLTS F 13/4" L5L IGN w/ CONNECTION T- PER PLAN R Y4"x2"x2" AA5HER5, TYP. TYPICAL BALCONY CONNECTION (BOTTOM) SCALE NorvEA Please confirm it is acceptable to recess the balcony clevis and bottom connection knife plates so that face of plate and ply sheathing are on the same plane, as shown on the image to the right. 6x6 Post Clevis, or bottom connection weld plate Confirmed; The connection plate may align with the exterior sheathing as shown on the right. Ply Sheathing MPlease confirm it is acceptable to reverse the direction of the weld plate bolts so the nuts are on the inside of the building, as opposed to the outside as shown on details 19/S402 & 19/S403. 3/4" re*Wil on the clevis plate bo tillbe required on the inside of the 6x6 in order to allow F the GWB to sit flush against the post and not add additional furring on the inside of the unit. No recess required on the bottom connection (19/S402). 1" (max) recess is acceptable at the interior face of the 6x6 post to allow for adequate thread length at the nut Window Frame End of bolt at inside of unit N/01 2x Weld Plate RFI#28 Sk-6 Please confirm this arrangement is an acceptable configuration where a typical 16" o.c. from bottom plate to top plate would not allow sufficient room for Unit Venting Ducts the unit venting spacing requirements. Unit Venting Opening Blocking 2x @ 16" o.c. for Ply and GWB attachment Confirmed; The unit venting is acceptable as shown at the exterior wall framing. (1'-6" max blockout width) W.G.CLARK CONSTRUCTION CO. RFI# 40 Juliette Railing Connection Request for Information Date Sent: 9/6/2018 RFI Source: Needed by: 9/11/2018 Sub FQ Reference: Priority Rating: High Document Ref.: Potential Schedule Impact: Potential impact to: Wood Framing; Juliette Railing Install Location: Wood framed levels Question: Project: 785 The Village at Westgate W.G. Clark Construction S402 U Potential Cost Impact: U Per conversation with EOR, it is our understanding that detail 5/S402 is to be applied at Juliette railings. SEE SSK-35A The following items are to be considered in the response. - Detail 5/S402 shows only an I joist parallel condition. Please provide a detail for perpendicular joist condition. - L3 and L4 joists have already been installed, so aligning the joists with the thru-bolt would not be feasible at this time. SEE SSK-35 B - The configuration of the balcony plates (per manufacturer - Submittal #63) differs from the channel shown on 5/S402 - Per manufacturer confirmation request, please confirm it is acceptable to use lag screws from the outside of the knife plate to attach to the rim joist. BALCONY ATTACHMENT TO RIM JOIST/ B EAM PER THE MANLFACTLRER'S DRAWINGS - Please confirm it is acceptable to use lag screws from the HTT5 (inside building) to attach to the rim joist. - The lags from the outside and the lags from the inside will need to be offset from each other. ICONFIRMED - The Juliettes span 48" from center of post to center of post. - Please confirm if more than l4 HTT5s are required per Juliette. Provide (3) HTT5 equally spaced Thanks. �(24" o.c. max) at each Juliette balcony. Sergio Ortega Project Engineer EMail sortegakwtclark.com Response (indicate below or by attachment): See attached sketches (SSK-35A8B) Respond to this address: W.G. Clark/Jobsite 10032 Edmonds Way Edmonds, WA 98020 Phone: By: Todd Schoentrup (Quantum) Date: 0 9/ 10 / 2 018 1945 Yale Place E. • Seattle, WA 98102 Phone: (206) 624-5244 Fax: (206) 682-7126 www.wgclark.com NOTES: I. FOR INFORMATION NOT NOTED, SEE 2/5402. BALCONY PER ARCH. DE516NED BY OTHERS 5/ 8"0 x 5" LONG LAG SCREW TO RIM, I/ TYP. AT HTT5 � RIM BEAM PER PLAN M4"xlI%a" MIN.) WALL PER PLAN (WHERE OCCURS) 1i HTT3 AT EACH EDGE OF BALCONY AND 24" O.G. IN BETWEEN w/ (26) IOd NAILS TO BLOGKIN6 GM5TG16 STRAP x 4'-0". FILL ALL NAIL HOLES w/ 16d SINKER NAILS, AL 16N STRAP OVER BLOGKI N6 lot tttttj -,Y2X 1 1 /a L-Jl- MIN. (3) BAY5 AT BALCONY CONN, TYP. G520 STRAP x 4'-0" FILL ALL NAIL HOLES w/ IOd NAILS 1'-4" MIN. 2'-O" MAX. DETAIL 5/S402, SIM. QUANTUM I CONSULTING ENGINEERS WESTGATE EDMONDS 09/10/2018 16369.02 1511 THIRD AVENUE project date project no. SUITE323 JULIETTE BALCONY - JOISTS PARALLEL TJS SEATTLE, WA 98101 designer sheet TEL 206.957.3900 FAX 206.957.3901 STUDIO MENG STRAZZARA SSK-35A www.quantumce.com client checked by BALCONY PER ARCH. DE516NED BY OTHERS 5/8"0 x 5" LONG � LAG SCREW TO RIM, I/ TYP. AT HTT5 ,C RIM BEAM PER PLAN (5% "xl l%8" MIN.) WALL PER PLAN WHERE OCCUR5 HTT5 WITHIN 6" OF EACH ED&E OF BALCONY AND 24" O.G. IN BETWEEN w/ (26) IOd NAILS TO J015T 2x WEB FILLER BOTH 51DE5 w/ (2) ROW5 OF IOd NAILS 6" O.G. TO J015T Sd NAIL5 6" O.G. TO J015T NOTES: FOR INFORMATION NOT NOTED, 5EE 1/ S4 0 2 2. SEE SSK-35A FOR BALCONY CONNECTION AT JOIST PARALLEL TO EXTERIOR WALL FRAMING QUANTUM I CONSULTING ENGINEERS WESTGATE EDMONDS 1511 THIRD AVENUE project SUITE323 JILIETTE BALCONY - JOISTS PERPENDICILAR SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 STIAIO MENG STRAZZARA www.quantumce.com client 6k 09/10/2018 16369.02 date project no. TJ S designer sheet SSK-35B checked by Distribution Page Report Number: M7171996.0069 Service Date: 12/31 /18 Report Date: 01/04/19 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Irerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0070 Service Date: 01/28/19 Report Date: 01 /30/19 Client Westgate Village LLC Henbart, LLC Attn: Anthony Jansen 4025 Delridge Way SW Seattle. WA 98106 Permit No.: BLDG-2016-1538 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Village at Westgate 10032 Edmonds Way Edmonds, WA Project No. Weather: M7171996 Sunny Onsite to observe the drilling and epoxy grouting of (5) weld plates with (4) tieback anchors on each. Per RFI 51 dated 12/20/18, holes were drilled to depth, blown and brushed clean. Simpson SET-XP epoxy (expiration 07/07/20, lot 1000015948) was placed and plates were installed. At the (2) overhead plates, braces were placed to keep plates from creeping. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By: �r-�� Robert Gardner Senior Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t, 10-16-13, Rev.lo Page 1 of 1 Distribution Page Report Number: M7171996.0070 Service Date: 01 /28/19 Report Date: 01/30/19 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Ire'rracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 EARTHWORK OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171996.0071 Service Date: 05/02/19 20225 Cedar Valley Rd Ste 110 Report Date: 05/09/19 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No.: M7171996 Permit No.: BLD2016-1538 Samples: (1) Proctor Weather: Cloudy Conducted soils compaction tests along the previously installed and backfilled trenches for water lines. Attached are compaction results and a map locating test locations. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Thomas Cain Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By Terry Deroor Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000l, 10-16-13, Rev.10 Page 1 of 1 MAYES TESTING ENGINEERS AZrerracon coMPANY Project Name: Village at Westgate Project No.: M7171996.0071 Photo Attachment Page Date: 05/02/19 fi' qP FlRC / WA It. VICE LI 12 F W' DF RRE LANE WATER IMPS kRE NOT LOCATED DOPING VEY, AND ARE REPRESENTED BASED DN AVON OF E}MNc VAL"B ABD URTENANCES, AND HOPING AVAILABLE AMAREN FROM OLINPIC NEW wATER AND ER PSTRICT, LOCATOR 15 TO RE TAKEN APIRRSINATE ONLY Si YA1WNaf 5 01AIMI r E7'k'O[NER Y � , \, w,a,below. C8 ulil N Nou a s EN fK NYINANT 7 "_ / +' ,ri0 fEdNNN 114 �VKulni RfxEW r. G"IV�I BP IwNW Otls RFV"I a „r eisolT + WESTGATE MIXED USE WATE o PERMITEDMONDS WAY AND 100TH AVE W d 1Z EDMONDS, WA Photo Attachment Page 1 of 1 MAYES TESTING ENGINEERS .Wrommw s°,, - 20225 Cedar }Val lay Road Suite 110 Ph 425.742.9360 L}-nnwood. WA 98036 Fax 425 745 1737 SOIL FIELD DENSITY TEST REPORT Page 1 of 1 Project No.: M7171996 Date: 5/2/2019 Project: Village at Westgate Inspector: Tom Cain Test No. Location Depth or Elevation (feet) Probe Depth (inches) Moisture (%) Dry Density (lb/cu.ft.) Compaction (%) Compaction Requirement Minimum (%) Pass Fail Type of Material and Use Optimum Optimum Corrected Field Test Maximum Corrected Field Test 1 see map 0 10 9.2 7.4 139.2 131.7 95% 95 x MTE Lab #3331 2 see map 0 10 9.6 7.3 124.1 124.6 100% 95 x PanGeo TP-1 3 see map 0 10 9.6 7.3 124.1 122.4 99% 95 x PanGeo TP-1 4 see map 0 10 9.2 8.6 139.2 131.5 94% 95 x MTE Lab #3331 5 see map 0 10 7.3 8.6 124.1 118 95% 95 x PanGeo TP-1 6 see map 0 10 9.2 7.4 139.2 132 95% 95 x MTE Lab #3331 7 see map 0 10 9.2 9 139.2 132.3 95% 95 x MTE Lab #3331 Compaction Standard Used WSDOT T606 WSDOT FOP for AASHTO T180 F ASTM D698 ASTM D 1557 x Compaction Test Method Used WSDOT FOP for AASHTO T310 ASTM D6938 x Comments: MTE Nuclear Gauge No.: 25 Density Std. Count: Moisture Std. Count: MTE 1400-2C, Rev 4,11.01.17 Distribution Page Report Number: M7171996.0071 Service Date: 05/02/19 Report Date: 05/09/19 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Ire'rracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 nCedar WA 980 6636511 o Lynnwood, MA YES TES Tf G ENGINEERS 425-742-9360 n lrereaoan COMPANY LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: M7171996.0071A Service Date: 05/02/19 Report Date: 05/07/19 Task: Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No. M7171996 Laboratory Reference # 3331 Sample Description: Tan silty sand with gravel Delivered By: T. Cain Sample Location: On site water trenches Date Sampled: 5/2/2019 Date Delivered: 5/2/2019 Sampled By: T. Cain Test Results: Test Method: ASTM D-1557 Method B / C 127 / D 4718 (if needed) 139.2 pcf @ 6.3 % See attached analysis sheet Material sampled in accordance with aooroariate standard. (ASTM D75. AASHTO T2) Services: Special Inspection/Materials Testing Tested By: Hanna Birkvold Report Distribution See attached distribution list. p� ywgvrt u �t {fit ice+ Reviewed By: Zenaida Revilla Laboratory Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cT0002, 10-16-13, Rev.8 Page 1 of 1 MAYES TESTING ENGINEERS, INC. A lfeffa[Ofl COMPANY 20225 Cedar Valley Road, Suite 110 Ph 425-742-9360 Moisture Density Relationship Test Lynnwood, WA 98036 Fax 425-745-1737 Client: Westgate Village LLC Report Date: 5/7/2019 Seattle, WA Date Tested: 5/6/2019 Project: Village at Westgate Project Number: M7171996 Test Method: ASTM D-1557 Method B / C 127 / D 4718 (if needed) Lab Number: 3331 Mechanical X Wet Preparation F-] Test Results Dry Preparation Hand Tamper Optimum Water Content % 1 6.3 Date Received: 5/2/2019 Max Dry Density lbs/ft'l 139.2 Source of Sample: On site water trenches Sieve Analysis Description of Sample: Tan silty sand with gravel Sieve Size Percent Retained ssumed Bulk Specific Gravity of Oversize: 2.67 3/4 11 % ero Void line plotted at an assumed SpG of: 2.68 3/8 20% ax. Density Uncorrected: 133.8 #4 28% 141 140 139 138 137 134 133 132 131 130 0.0 I I I I I I I I I I I I I Maximum Dry Density 139.2 pcf Optimum Water Content 6.3 % 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 Water Content, % of dry Weight Tested By: H. Birkvold Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. M7171996.0071A.1/5/7/2019 MTE Form # 149, Rev 2, 6/02 Distribution Page Report Number: M7171996.0071A Service Date: 05/02/19 Report Date: 05/07/19 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Ire'rracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS Arerracan co..... Report Number: M7171996.0072 Service Date: 05/30/19 Report Date: 06/04/19 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project Westgate Village LLC Village at Westgate Henbart, LLC 10032 Edmonds Way Attn: Anthony Jansen Edmonds, WA 4025 Delridge Way SW Seattle, WA 98106 Project No.: M7171996 Permit No.: BLD2016-1538 Samples: N/A Weather: -- Inspected structural steel erection, welding, and bolting for (3) entry canopies at retail spaces. Confirmed connections conform to the structural plans with welds visually acceptable per AWS D-1.1. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Thomas Cain Reported to: WG Clark Construction Company Contractor: WG Clark Construction Company Report Distribution: See attached distribution list. Reviewed By Terry Deroor Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000l, 10-16-13, Rev.10 Page 1 of 1 Distribution Page Report Number: M7171996.0072 Service Date: 05/30/19 Report Date: 06/04/19 Task: Distribution List (1) Westgate Village LLC, Anthony Jansen (1) City of Edmonds WA, Leif Bjorback (1) City of Edmonds WA, Milton Thompson (1) Henbart, Anthony Jansen (1) Mayes Testing Engineers, Inc, Trip Edgerton (1) Miles Resources, LLC, Michael Craig (1) Quantum Consulting Engineers, Sandro Kodama (1) Quantum Consulting Engineers, Todd Schoentrup (1) Studio Meng Strazzara Architects, Alex Ziemba (1) Studio Meng Strazzara Architects, Chris Davidson (1) WG Clark Construction Co, Kurt Robinson (1) WG Clark Construction Co, Murph "Rex" Cruse (1) WG Clark Construction Co, Sergio Ortega MAYES TESTING ENGINEERS A Ire'rracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360