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SPECIAL INSPECTIONS MAGICCONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0008A Service Date: 10/10/17 Report Date: 11/08/17 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand & Gravel Batch Time: 0644 Plant: Truck No.: C186 Ticket No.: 197518 Field Test Data Test Result Specification Slump (in): 5 Air Content (%): 5.0 Concrete Temp. (F): 65 Ambient Temp. (F): 45 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information Sample Date: 10/10/17 Sample Time: 0806 Sampled By: Ilir Dardania Weather Conditions: Cloudy Accumulative Yards: 20 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: Placement Location: Detention Vault Lid. Total of 50 cubic yards placed. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 A 3.99 12.5 10/11/17 10/17/17 7 65,390 5,230 2 1 B 4.00 12.57 10/11/17 11/07/17 28 74,160 5,900 2 1 C 4.00 12.57 10/11/17 11/07/17 28 77,010 6,130 2 1 D 4.00 12.57 10/11/17 11/07/17 28 76,920 6,120 2 Average (28 days) 6,050 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 0 Max Temp: 0 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.: Ilir Dardania Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.000813 alre«acon CO"A" Service Date: 10/10/17 20225 Cedar Valley Rd Ste 110 Report Date: 11/08/17 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2016-1684 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 10/10/17 Sample Time: 0950 Sampled By: Ilir Dardania Mix ID: 025003P Weather Conditions: Overcast Supplier: Miles Sand & Gravel Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 0827 Plant: Placement Method: Pump Truck No.: C183 Ticket No.: 197535 Water Added Before (gal): 15 Field Test Data Water Added After (gal): 0 Sample Location: Test Result Specification Placement Location: Elevator Pit Footing at grid lines Slump (in): 5 E.1/4.1, and at the following Spread Air Content (%): Footings: E/4, G/4, G/3.5, G/3, G/2, Concrete Temp. (F): 64 E.5/1.2, E/2, E/3, D.5/2, D/3, D/4, Ambient Temp. (F): 50 C.5/2, C/2, C/3, C/4, B.5/2, and Plastic Unit Wt. (pcf): A.5/4. Total of 60 cubic yards placed. Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 A 3.99 12.5 10/11/17 10/17/17 7 50,770 4,060 2 2 B 4.00 12.57 10/11/17 11/07/17 28 66,720 5,310 2 2 C 4.00 12.57 10/11/17 11/07/17 28 67,790 5,390 2 2 D 4.00 12.57 10/11/17 11/07/17 28 67,020 5,330 2 Average (28 days) 5,350 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 0 Max Temp: 0 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.: Ilir Dardania Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Paul Wasell Test Methods: (1) City of Edmonds WA, Leif Bjorback (1) Foushee & Associates, Inc., Jeremy Webb (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page I of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0010A Service Date: 10/18/17 Report Date: 11/16/17 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025003P Supplier: Miles Sand and Gravel Batch Time: 0600 Plant: Truck No.: 114 Ticket No.: 197948 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 4 60 49 Set Specimen Avg Diam. No. ID (in) 1 a 3.99 1 b 3.98 1 cd 3.98 1 d 3.98 Area Date (sq in) Received 12.5 10/19/17 12.44 10/19/17 12.44 10/19/17 12.44 10/19/17 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information Sample Date: 10/18/17 Sample Time: 0800 Sampled By: David Schmutzler Weather Conditions: Cloudy Accumulative Yards: 5 Batch Size (cy): 5 Placement Method: Pump Water Added Before (gal): 5 Water Added After (gal): Sample Location: Placement Location: Elevator pit walls and adjoining plinth. Age at Maximum Date Test Load Tested (days) (lbs) 10/25/17 7 52,250 11/15/17 28 68,730 11/15/17 28 66,220 11/15/17 28 70,770 Average (28 days) Compressive Strength Fracture (psi) Type 4,180 2 5,520 2 5,320 2 5,690 2 5,510 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. Total of 5 cubic yards placed Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Donna Pollard Senior Project Field Manager (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0011A alre«aconCO =A" Service Date: 10/19/17 20225 Cedar Valley Rd Ste 110 Report Date: 11/17/17 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2016-1684 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 10/19/17 Sample Time: Sampled By: Carl Reynolds Mix ID: 025003P Weather Conditions: Rain Supplier: Miles Sand and Gravel Accumulative Yards: 138 Batch Size (cy): 10 Batch Time: 0600 Plant: Placement Method: Pump Truck No.: C138 Ticket No.: 96870 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Footings, grids 7.5 to 12/A to H Slump (in): 5 Air Content (%): Concrete Temp. (F): 74 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 a 4.00 12.57 10/20/17 10/26/17 7 47,720 3,800 2 1 b 4.00 12.57 10/20/17 11/16/17 28 65,140 5,180 2 1 c 4.00 12.57 10/20/17 11/16/17 28 63,500 5,050 2 1 d 4.00 12.57 10/20/17 11/16/17 28 66,070 5,260 2 Average (28 days) 5,160 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 0 Max Temp: 0 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0013A Service Date: 10/26/17 Report Date: 11/03/17 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025003p Supplier: Miles sand and gravel Batch Time: 0618 Plant: Truck No.: C115 Ticket No.: 198414 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 64 53 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 1 3 1 4 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information 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 10/27/17 11 /02/ 17 10/27/17 11/23/17 10/27/17 11/23/17 10/27/17 11/23/17 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.: Anas Mandi Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz 10/26/17 Sample Time: 0720 Anas Mandi Cloudy 10 Batch Size (cy): 110 Pump 15 From chute of truck Wall and column footings on grids H/1 to 8, 5/A to H, l/A to H and A/1 to 7.5. Age at Maximum Test Load (days) (lbs) 7 39,560 28 28 28 Compressive Strength Fracture (psi) Type 3,160 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0013A Service Date: 10/26/17 Report Date: 11/28/17 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025003p Supplier: Miles Sand and Gravel Batch Time: 0618 Plant: Truck No.: C115 Ticket No.: 198414 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 64 53 Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 4.00 1 3 4.01 1 4 4.02 Area Date (sq in) Received 12.5 10/27/17 12.57 10/27/17 12.63 10/27/17 12.69 10/27/17 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 10/26/17 Sample Time: 0720 Anas Mandi Cloudy 10 Batch Size (cy): 110 Pump 15 From chute of truck Wall and column footings on grids H/1 to 8, 5/A to H, l/A to H and A/1 to 7.5. Age at Maximum Date Test Load Tested (days) (lbs) 11/02/17 7 39,560 11/23/17 28 57,090 11/23/17 28 55,410 11/23/17 28 56,570 Average (28 days) Compressive Strength Fracture (psi) Type 3,160 2 4,540 2 4,390 2 4,460 2 4,460 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.: Anas Mandi Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0014 Service Date: 11/01/17 Report Date: 11 /08/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2016-1684 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Inspected manhole wall reinforcement at southwest corner of vault. The reinforcement was inspected for size, grade, lap and spacing per detail 1/SV2.2. Verified final clearances. Note: Horizontal dowels on wall A and C called for #6 bars, contractor had #5 bars installed. Contractor elected to add a second #5 bar at each location to substitute for a single #6 bar. Observed the placement of (5) cubic yards of Miles Sand & Gravel mix #0260A6P into manhole walls noted above. The concrete was placed via pump and mechanically consolidated. Cast (4) 4x8" cylinders for compressive strength testing (4000 psi required 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.: Andrew Bontrager Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: ��-�" Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Todd Wirtz 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0014A alre«acon CO"A" Service Date: 11/01/17 20225 Cedar Valley Rd Ste 110 Report Date: 11/09/17 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Project Number: M7171461 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260AP Supplier: Miles Batch Time: Plant: Truck No.: C114 Ticket No.: 198876 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 63 49 Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Outside 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 11 /02/ 17 11 /08/ 17 12.57 11 /02/ 17 11 /29/ 17 12.57 11 /02/ 17 11 /29/ 17 12.57 11 /02/ 17 11 /29/ 17 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 11/01/17 Sample Time: Andrew Bontrager Dark 5 Batch Size (cy): 5 Pump 10 Manhole wall at southwest corner of vault Age at Maximum Test Load (days) (lbs) 7 53,230 28 28 28 Compressive Strength Fracture (psi) Type 4,260 2 Mayes Testing Engineers Rep.: Andrew Bontrager Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0014A Service Date: 11/01/17 Report Date: 11/30/17 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260AP Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: C114 Ticket No.: 198876 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 63 49 Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 4.00 1 3 4.00 1 4 4.00 Area Date (sq in) Received 12.5 11/02/17 12.57 11/02/17 12.57 11/02/17 12.57 11/02/17 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 11/01/17 Sample Time: Andrew Bontrager Dark 5 Batch Size (cy): 5 Pump 10 Manhole wall at southwest corner of vault Age at Maximum Date Test Load Tested (days) (lbs) 11/08/17 7 53,230 11/29/17 28 64,320 11/29/17 28 65,830 11/29/17 28 64,350 Average (28 days) Compressive Strength Fracture (psi) Type 4,260 2 5,120 2 5,240 2 5,120 2 5,160 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Leif Bjorback Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Donna Pollard Senior Project Field Manager (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 FABRICATION SHOP OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0019 Service Date: 12/07/17 Report Date: 12/13/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Permit No.: BLD-2016-1684 Weather: Cloudy Samples: N/A At McFabco, 635 S. Elmgrove Street, Seattle, WA received WABO cards for welders performing the work: Thien H. Nguyen (ID #W21116, Exp. 04/01/18), and Terry W. Greenwood (ID #W00383, Exp. 04/01/18). Reviewed welding procedures on WPS forms and then verified feeds, speeds, and that the filler metal is A5.2 and a representative sample of welds. Completed visually inspecting 1/4" flare bevel groove welds on parts labeled 13EM and 12EM on McFabco Steel drawings. Completed visually inspecting the welding of headed shear studs on parts labeled 22EM, 25EM and 27EM on McFabco Steel drawings. Visually inspected 1/4" flare bevel groove welds on (67) parts labeled 11 EM and (16) parts labeled 14EM on McFabco Steel drawings. Welding inspected per AWS D1.1 visual criteria. CORRECTIVE ACTION TAKEN This closes the preliminary report, service date 12/01/17. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0020 Service Date: 12/08/17 Report Date: 12/15/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny, 40's On site to observe and inspect the installation of #5 dowels into existing footing. The dowels are being installed for the thickened slab edge between grid lines A/1 to 4 and A to G/1, per email from Muni Vimawala with PSM Engineers. The holes were inspected for size, depth, clearance and cleanliness. Substrate temperature was verified at 47°F. Simpson AT-XP epoxy was used to epoxy the dowels into existing concrete. The holes were drilled to a depth of 6" and cleaned per the manufacturer's recommendation, using a bottle brush and compressed air. There were (44) dowels placed today. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0022 Service Date: 12/12/17 Report Date: 12/18/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Partly cloudy Inspected reinforcing steel and observed the placement of (219) cubic yards of Miles Sand & Gravel mix #026006P concrete at the slab -on -grade section between grid lines A to E.4/1 to 5. The concrete was placed via pump and mechanically consolidated. Eight 4x8" cylinders were cast for compressive strength testing. The studs on the HSS embeds at the south and southeast entryways are 6" long in lieu of the 8" shown on detail 6/S2.2. The contractor consulted with the structural engineer and addressed the condition by adding supplemental #4 bars as shown on the attached sketch. See Mayes Testing Engineers inspection report #M7171461.0021 for additional information. 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.: John Chebul Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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 2e_ 9.1*. Ll E2L ��" PC. CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0022A nlrerracon CO"A" Service Date: 12/12/17 20225 Cedar Valley Rd Ste 110 Report Date: 01/10/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Project Number: M7171461 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Batch Time: 0920 Plant: Truck No.: C116 Ticket No.: 200781 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 1/2 67 41 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 a 3.99 1 b 3.99 1 c 4.00 1 d 3.99 Area Date (sq in) Received 12.5 12/13/17 12.5 12/13/17 12.57 12/13/17 12.5 12/13/17 Sample Date: 12/12/17 Sampled By: John Chebul Weather Conditions: Overcast Accumulative Yards: 219 Placement Method: Pump Water Added Before (gal): 21 Water Added After (gal): Sample Location: Sample Time: Batch Size (cy): 10 Placement Location: Slab on grade, gridlines A to E.4/1 to 5. Age at Maximum Date Test Load Tested (days) (lbs) 12/19/17 7 61,670 01/09/18 28 77,740 01/09/18 28 79,080 01/09/18 28 73,800 Average (28 days) Compressive Strength Fracture (psi) Type 4,930 2 6,220 2 6,290 2 5,900 2 6,140 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. 680 oz. MB NC 534. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: John Chebul Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0022A nlrerracon CO"A" Service Date: 12/12/17 20225 Cedar Valley Rd Ste 110 Report Date: 01/10/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Project Number: M7171461 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Batch Time: 1011 Plant: Truck No.: C059 Ticket No.: 200793 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 5 68 43 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 2 a 4.00 2 b 4.00 2 c 4.00 2 d 4.00 Area Date (sq in) Received 12.57 12/13/17 12.57 12/13/17 12.57 12/13/17 12.57 12/13/17 Sample Date: 12/12/17 Sample Time: Sampled By: John Chebul Weather Conditions: Partly cloudy Accumulative Yards: 219 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 20 Water Added After (gal): Sample Location: Placement Location: Slab on grade, gridlines A to E.4/1 to 5. Age at Maximum Date Test Load Tested (days) (lbs) 12/19/17 7 59,350 01/09/18 28 70,850 01/09/18 28 71,980 01/09/18 28 73,070 Average (28 days) Compressive Strength Fracture (psi) Type 4,720 2 5,640 2 5,730 2 5,810 2 5,730 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. 680 oz. MB NC 534. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: John Chebul Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0023 Service Date: 12/14/17 Report Date: 12/21/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Partly cloudy On site to inspect reinforcement of precast panels 18, 43, 51, 53 and 57. Panel 18 is missing ledger embeds per detail A on S3.1, and #6 bar sandwiched at embed per detail 5 on S6.0. Panel 43 is missing ledger embed and panel to panel embeds. Panel 51 is missing panel to panel embeds. Panel 53 is missing panel to panel embeds. Panel 57 is missing panel to panel embeds. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0024 Service Date: 12/15/17 Report Date: 12/21 /17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy On site for final reinforcement inspection on panels 18, 43, 51, 53 and 57. Per report service date 12/14/17, missing embeds and added reinforcing steel were installed. Total of (75) cubic yards of Miles Sand & Gravel mix 0260A6P placed. Observed the mechanical consolidation of the concrete. One set of (4) 4x8" cylinders was cast 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0024A Service Date: 12/15/17 Report Date: 12/26/17 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 5,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Batch Time: 0800 Plant: Truck No.: C144 Ticket No.: 99869 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 4 3/4 4.2 68 39 Set Specimen Avg Diam. No. ID (in) 1 1 4.00 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.57 12/19/17 12/22/ 17 12.57 12/19/17 01/12/18 12.57 12/19/17 01/12/18 12.57 12/19/17 01/12/18 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 12/15/17 Sample Time: David Schmutzler Cloudy 20 of 75 Batch Size (cy): 10 Pump Tilt panels 18, 43, 51, 53 and 57 Age at Maximum Test Load (days) (lbs) 7 59,850 28 28 28 Compressive Strength Fracture (psi) Type 4,760 2 Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Donna Pollard Senior Project Field Manager (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0024A Service Date: 12/15/17 Report Date: 01/15/18 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 5,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand and Gravel Batch Time: 0800 Plant: Truck No.: C144 Ticket No.: 99869 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 4 3/4 4.2 68 39 Set Specimen Avg Diam. No. ID (in) 1 1 4.00 1 2 4.00 1 3 4.00 1 4 4.00 Area Date (sq in) Received 12.57 12/19/17 12.57 12/19/17 12.57 12/19/17 12.57 12/19/17 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 12/15/17 Sample Time: David Schmutzler Cloudy 20 of 75 Batch Size (cy): 10 Pump Tilt panels 18, 43, 51, 53 and 57. Age at Maximum Date Test Load Tested (days) (lbs) 12/22/17 7 59,850 01/12/18 28 73,640 01/12/18 28 77,300 01/12/18 28 75,200 Average (28 days) Compressive Strength Fracture (psi) Type 4,760 2 5,860 2 6,150 2 5,980 2 6,000 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0025A Service Date: 12/20/17 Report Date: 01/19/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025003P Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: 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 63 40 Set Specimen Avg Diam. No. ID (in) 1 1 4.00 1 2 4.00 1 3 3.99 1 4 3.99 Area Date (sq in) Received 12.57 12/21/17 12.57 12/21/17 12.5 12/21/17 12.5 12/21/17 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 12/20/17 Sample Time: 0715 Keenan Schulz Overcast 10 Batch Size (cy): 10 Pump Wall Footing 10.5 and 8 line and east of H line. Age at Maximum Date Test Load Tested (days) (lbs) 12/27/17 7 46,420 01/17/18 28 68,980 01/17/18 28 65,190 01/17/18 28 66,480 Average (28 days) Compressive Strength Fracture (psi) Type 3,690 3 5,490 2 5,210 2 5,320 2 5,340 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.: Keenan Schulz Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0026 Service Date: 12/21/17 Report Date: 12/28/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD-2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Overcast, 35°F On site to inspect (16) tilt -up concrete panel reinforcing and embeds. Inspected panels 19, 22, 23, 24, 25, 26, 27, 28, 41, 55, 65, 67, 68, 69, 70 and 70. Inspection as follows: 1. Panel base connection embeds installed per details 1, 2 and 3 of S2.3. 2. Panel reinforcing per schedules S6.4 and S6.5. 3. Panels 22, 24, 25, 26, 27, 28, 41, 55 and 65 are complete. 4. Preliminary Item. The following panels are missing sandwich reinforcing at embed Nelson studs per schedule S6.0: #67, 68, 69, 70 and 71. 5. Panel 19 has had added bar per engineer's directive, (8) #5 were added each face horizontally above opening. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Donna Pollard (1) Mayes Testing Engineers, Inc, (1) PSM Consulting Engineers, Muni Senior Project Field Manager Todd Wirtz Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0027A Service Date: 12/22/17 Report Date: 01/22/18 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ Mix ID: 0260A6P Supplier: Miles Batch Time: 0808 Truck No.: 037 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 125 Ticket No.: 100083 Result Specification 43/4 3 -5 4.6 3.5 - 6.5 66 50 - 90 37 Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 12/22/17 Sample Time: 0915 David Bernier overcast 54 Batch Size (cy): 10 PUMP 20 panel #19 Pre -cast wall panels 67-68-69-70-71-65-19-22-5 5-26-27-2 8-23-24-25-41. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 a 4.00 12.57 12/26/17 12/29/17 7 54,350 4,330 5 1 b 4.00 12.57 12/26/17 01/19/18 28 72,080 5,740 2 1 c 4.00 12.57 12/26/17 01/19/18 28 74,250 5,910 2 1 d 4.00 12.57 12/26/17 01/19/18 28 71,280 5,670 2 Average (28 days) 5,770 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Paul Wasell (1) PSM Consulting Engineers, Muni Vimawala (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Jeremy Webb (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0027A Service Date: 12/22/17 Report Date: 01/22/18 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ Mix ID: 0260A6P Supplier: Miles Batch Time: 0927 Truck No.: c059 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 28 days Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Plant: 125 Ticket No.: 100094 Result Specification 5 3 -5 4.3 3.5 - 6.5 68 50 - 90 37 Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 12/22/17 Sample Time: 1045 David Bernier overcast 125 Batch Size (cy): 10 PUMP 15 panel # 27 Pre -cast wall panels 67-68-69-70-71-65-19-22-5 5-26-27-2 8-23-24-25-41. Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 a 3.98 12.44 12/26/17 12/29/17 7 47,070 3,780 2 2 b 4.00 12.57 12/26/17 01/19/18 28 63,540 5,060 2 2 c 3.98 12.44 12/26/17 01/19/18 28 64,810 5,210 2 2 d 4.00 12.57 12/26/17 01/19/18 28 65,810 5,240 3 Average (28 days) 5,170 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0028 Service Date: 12/26/17 Report Date: 12/29/17 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Partly cloudy On site for reinforcing steel inspection for 6" slab -on -grade at grid lines 7.5 to 8 from A to E and 5 to 11/G.1 (storage 164). The reinforcing steel was found to be the correct size, type, lap, spacing and clearances. Slab areas mentioned above were protected from frost with insulated blankets and tarps. Work conforms per notes and details on S2.0. 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 Detterich Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0029 Service Date: 12/27/17 Report Date: 01 /02/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy Observed concrete placement of (40) yards of Miles Sand & Gravel mix 026006P for slab -on -grade at grid lines 7.5 to 8 from A to E, and 10.5 to 11/G.1 (storage #164). The concrete was placed via pump truck and mechanically consolidated with a vibrator. Concrete slump and temperature tests were conducted and concrete was found to conform to concrete specifications. Reinforcing steel was previously inspected on 12/26/17 (DFR 028) and was found to be in conformance. Refer to report 0029A for concrete test results. 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 Detterich Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0029A Service Date: 12/27/17 Report Date: 01/04/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 026006P Supplier: Miles Sand and Gravel Batch Time: 0704 Plant: 125 Truck No.: C115 Ticket No.: 201292 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 3 Max 5 63 50 - 90 35 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 12/27/17 Sample Time: 0800 Sampled By: David Detterich Weather Conditions: Cloudy Accumulative Yards: 10 of 40 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): 0 Sample Location: 7.5/A Placement Location: Slab -on -grade at gridlines 7.5 to 8 from A to E, and 10.5 tol 1/G.1 (Storage #164) Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 A 3.98 12.44 12/28/17 01/03/18 7 62,290 5,010 2 1 B 4.00 12.57 12/28/17 01/24/18 28 1 C 4.00 12.57 12/28/17 01/24/18 28 1 D 4.00 12.57 12/28/17 01/24/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 61 Max Temp: 61 Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Detterich Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0029A alre«acon CO"A" Service Date: 12/27/17 20225 Cedar Valley Rd Ste 110 Report Date: 01/25/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 12/27/17 Sample Time: 0800 Sampled By: David Detterich Mix ID: 026006P Weather Conditions: Cloudy Supplier: Miles Sand and Gravel Accumulative Yards: 10 of 40 Batch Size (cy): 10 Batch Time: 0704 Plant: 125 Placement Method: Pump Truck No.: C115 Ticket No.: 201292 Water Added Before (gal): 0 Field Test Data Water Added After (gal): 0 Sample Location: 7.5/A Test Result Specification Placement Location: Slab -on -grade at gridlines 7.5 to 8 Slump (in): 3 Max 5 from A to E, and grid line G.1/10.5 Air Content (%): to l (Storage 4164) Concrete Temp. (F): 63 50 - 90 Ambient Temp. (F): 35 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 A 3.98 12.44 12/28/17 01/03/18 7 62,290 5,010 2 1 B 3.98 12.44 12/28/17 01/24/18 28 74,670 6,000 3 1 C 3.98 12.44 12/28/17 01/24/18 28 78,550 6,310 5 1 D 3.98 12.44 12/28/17 01/24/18 28 75,220 6,050 2 Average (28 days) 6,120 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Detterich Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0030 Service Date: 01/04/18 Report Date: 01/10/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Overcast On site to inspect panel reinforcement for (19) tilt -up precast panels. Inspected panel reinforcement using on -site approved plans (rev. 4 dated 11 /06/17). 1) As inspection progressed discrepancies were addressed prior to our departure with the exception of bottom of pilaster trim bars (2) #5 at panels 32, 61, 62, 63. 2) Panels 52, 54, 56, 50, 21, 58a, 58b, 42, 66, 40, 16, 15, 17, 63, 62, 61, 60, 32, 64 are per plans. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0031 Service Date: 01/05/18 Report Date: 01/10/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (8) 4x8" cylinders On site for the following: 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Drizzle at times 1. Upon arrival verified that items noted in our 05 January 2018 report M7171461.0030 had been installed. 2. Contractor placed (165) cubic yards of Miles Sand & Gravel mix 026A6P via pump for (19) tilt -up wall panels. The concrete was mechanically vibrated for consolidation. Panels placed as follows: 15, 16, 17, 21, 32, 40, 42, 50, 52, 54, 56, 58A, 5813, 60, 61, 62, 63, 64, 66. Cast (2) sets of (4) 4x8" cylinders for compressive strength testing (4000 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.: David Bernier Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0031A Service Date: 01/05/18 Report Date: 01/15/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 026A6P Supplier: Miles Sand and Gravel Batch Time: 0656 Plant: Truck No.: C185 Ticket No.: 100365 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 01/05/18 Sample Time: 0750 Sampled By: David Bernier Weather Conditions: Drizzle at times Accumulative Yards: 25 Batch Size (cy): 10.5 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Panels 15, 16, 17, 21, 32, 40, 42, 50, Result Specification 52, 54, 56, 58A, 58B, 60, 61, 62, 63, 5 1 /2 64, 66. 4.8 Placement Location: (19) tilt -up wall panels. 64 42 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 3.98 12.44 01/08/18 01/12/18 7 56,660 4,550 2 1 2 4.00 12.57 01/08/18 02/02/18 28 1 3 4.00 12.57 01/08/18 02/02/18 28 1 4 4.00 12.57 01/08/18 02/02/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 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: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0031A Service Date: 01/05/18 Report Date: 01/15/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 026A6P Supplier: Miles Sand and Gravel Batch Time: 0817 Plant: Truck No.: C139 Ticket No.: 100374 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 01/05/18 Sample Time: 0915 Sampled By: David Bernier Weather Conditions: Drizzle at times Accumulative Yards: 165 Batch Size (cy): 10.5 Placement Method: Pump Water Added Before (gal): 0 Water Added After (gal): Sample Location: Panels 15, 16, 17, 21, 32, 40, 42, 50, Result Specification 52, 54, 56, 58A, 58B, 60, 61, 62, 63, 5 64, 66. 4.3 Placement Location: (19) tilt -up wall panels. 65 46 Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 1 4.00 12.57 01/08/18 01/12/18 7 55,410 4,410 2 2 2 4.00 12.57 01/08/18 02/02/18 28 2 3 4.00 12.57 01/08/18 02/02/18 28 2 4 4.00 12.57 01/08/18 02/02/18 28 Initial Cure: Cure Box Final Cure: Moist Room Min Temp: 60 Max Temp: 60 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: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0031A alre«aconCO =A" Service Date: 01/05/18 20225 Cedar Valley Rd Ste 110 Report Date: 02/05/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/05/18 Sample Time: 0750 Sampled By: David Bernier Mix ID: 026A6P Weather Conditions: Drizzle at times Supplier: Miles Sand and Gravel Accumulative Yards: 25 Batch Size (cy): 10.5 Batch Time: 0656 Plant: Placement Method: Pump Truck No.: C185 Ticket No.: 100365 Water Added Before (gal): 0 Field Test Data Water Added After (gal): Sample Location: Panels 15, 16, 17, 21, 32, 40, 42, 50, Test Result Specification 52, 54, 56, 58A, 58B, 60, 61, 62, 63, Slump (in): 5 1/2 64, 66. Air Content (%): 4.8 Placement Location: (19) tilt -up wall panels 15, 16, 17, 21, Concrete Temp. (F): 64 32, 40, 42, 50, 52, 54, 56, 58A, 58B, Ambient Temp. (F): 42 60, 61, 62, 63, 64, 66. 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 3.98 12.44 01/08/18 01/12/18 7 56,660 4,550 2 1 2 3.99 12.5 01/08/18 02/02/18 28 70,870 5,670 4 1 3 4.00 12.57 01/08/18 02/02/18 28 73,400 5,840 3 1 4 4.00 12.57 01/08/18 02/02/18 28 72,080 5,740 3 Average (28 days) 5,750 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Paul Wasell (1) PSM Consulting Engineers, Muni Vimawala (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Jeremy Webb (1) Mayes Testing Engineers, Inc, Todd Wirtz 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0031A alre«aconCO =A" Service Date: 01/05/18 20225 Cedar Valley Rd Ste 110 Report Date: 02/05/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/05/18 Sample Time: 0915 Sampled By: David Bernier Mix ID: 026A6P Weather Conditions: Drizzle at times Supplier: Miles Sand and Gravel Accumulative Yards: 165 Batch Size (cy): 10.5 Batch Time: 0817 Plant: Placement Method: Pump Truck No.: C139 Ticket No.: 100374 Water Added Before (gal): 0 Field Test Data Water Added After (gal): Sample Location: Panels 15, 16, 17, 21, 32, 40, 42, 50, Test Result Specification 52, 54, 56, 58A, 58B, 60, 61, 62, 63, Slump (in): 5 64, 66. Air Content (%): 4.3 Placement Location: (19) tilt -up wall panels 15, 16, 17, 21, Concrete Temp. (F): 65 32, 40, 42, 50, 52, 54, 56, 58A, 58B, Ambient Temp. (F): 46 60, 61, 62, 63, 64, 66. 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 1 4.00 12.57 01/08/18 01/12/18 7 55,410 4,410 2 2 2 3.99 12.5 01/08/18 02/02/18 28 68,970 5,520 2 2 3 3.99 12.5 01/08/18 02/02/18 28 71,720 5,740 2 2 4 3.99 12.5 01/08/18 02/02/18 28 70,040 5,600 2 Average (28 days) 5,620 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0032 Service Date: 01/10/18 Report Date: 01/15/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD-2017-0501 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Overcast On site for inspection of reinforcing at (11) tilt -up panels - #'s 1, 2, 3, 4, 100, 101, 102, 9, 10, 11 and 12, and observed the following: Embeds installed per plans. Corner trim installed per plans. Main reinforcing installed per plans. Preliminary Item. Remainder of items need inspection prior to concrete placement, embed trim per S6.0, (2) #5 trim bars at bottom of all pilasters per S6.0, and panel #1 pilaster ties need tying and clearances. PRELIMINARY INSPECTION Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Bernier Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0033 Service Date: 01/11/18 Report Date: 01/16/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Inspected reinforcement for wall panels #5 and 6. The reinforcement was inspected for size, grade, lap and spacing per details 5 and 6/S6.3. Verify final clearances and embed installation 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.: Andrew Bontrager Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0034 Service Date: 01/15/18 Report Date: 01/19/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD-2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny On site to inspect the reinforcing steel for tilt -up panels #29, 30, 33 and 34. The reinforcing steel was inspected for size, grade, spacing, clearance and placement, and appears to have been installed per the approved plans and details. Inspected slab -on -grade between grid lines H to H.5/8 to 9.3. The reinforcing steel needs to be adjusted to 12" on center spacing. Notified contractor. Corrections will be made prior to placement. Inspector to verify completion prior to placement. PRELIMINARY INSPECTION Slab -on -grade spacing needs correction. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Jacob Keas Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0035 Service Date: 01/16/18 Report Date: 01 /23/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No. Samples: BLD2017-0493 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Rainy and sunny (11) 4x8" cylinders, (4) beams — (2 damaged) Item 1: Reinforcing Steel (Preliminary Close -Out) On site to inspect the reinforcing steel for slab -on -grade. The reinforcing steel was inspected for size, grade, spacing, clearance and placement, and appears to have been installed per approved plans and details. The reinforcing steel was inspected between grid lines H and H.5/8 to 9.3. This report will close out the preliminary item noted in report, service date 01/15/18. Item 2: Concrete Placement Observed and sampled for concrete placed in wall tilt -up panels. Observed the placement of (200) cubic yards of Miles Sand & Gravel mix 0260A6P. The concrete was placed via concrete pump truck then mechanically vibrated for consolidation. Two sets of samples were cast for compressive strength testing. Set 1 was a combination of (3) 4x8" cylinder field -cures, (4) 4x8" cylinders for lab, (2) beams (the beams were damaged after being cast). Contractor was informed. Informed contractor that Mayes Testing Engineers will re -cast beams with 2nd sample set. Set 2 was a combination of (4) 4x8" cylinders and (2) beams. Air test was performed prior to the start of placement - result of 4.2%. Field -cures were placed on the panel for 4x8" cylinders, beams were placed next to Panel 7. Items Placed Slab -on -grade at grid lines H to H.5/8 to 9.3. Tilt -up panels #'s 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101 and 102. CORRECTIVE ACTION TAKEN Preliminary item noted in report service date 01/15/18 is closed. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Task: MAYES TESTING ENGINEERS alre«aconCO =A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/16/18 Sample Time: Sampled By: Jacob Keas Mix ID: 0260A6P Weather Conditions: Rain Supplier: Miles Sand and Gravel Accumulative Yards: 42 Batch Size (cy): 10.5 Batch Time: Plant: Placement Method: Pump Truck No.: 2463 Ticket No.: 201921 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, Slump (in): 6 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, Air Content (%): 4.2 101, and, 102. also slab -on -grade, Concrete Temp. (F): 67 grids H to H.5/8 to 9.3. Ambient Temp. (F): 51 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 3.99 12.5 01/17/18 01/22/18 6 F 54,680 4,370 2 1 2 3.98 12.44 01/17/18 01/22/18 6 F 50,250 4,040 2 1 3 4.00 12.57 01/17/18 01/22/18 6 F 1 4 4.00 12.57 01/17/18 01/23/18 7 1 5 4.00 12.57 01/17/18 02/13/18 28 1 6 4.00 12.57 01/17/18 02/13/18 28 1 7 4.00 12.57 01/17/18 02/13/18 28 Initial Cure: Cure Box 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: 2463 Ticket No.: 201937 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 4.4 70 53 Set Specimen Avg Diam. No. ID (in) 2 3 4.00 2 4 4.00 2 5 4.00 2 6 4.00 Initial Cure: See Comments Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.57 01/17/18 01/23/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 01/16/18 Sample Time: Jacob Keas Rain 168 Batch Size (cy): 10.5 Pump Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101, and, 102. also slab on grade, grids H to H.5/8 to 9.3 Age at Maximum Test Load (days) (lbs) 7 28 28 28 Compressive Strength Fracture (psi) Type 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 14 AYES TESTING ENGINEERS, /NC. Al CAr P&MY Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Project No. M7171461 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Date Made: 01/16/18 Set 2 of 2 LABORATORY FLEXURAL TEST REPORT Field Data (ASTM C31-C172-C78) Air Temp: 4.4 o F Weather: Rain Product: Concrete Supplier: Miles Sand and Gravel Ticket No.: 201937 Sample Temp: (ASTM C1064) 70 o F Slump: (ASTM C143) 6 in. Entrained Air: 4.4 (ASTM C231 and C173) PLACEMENT LOCATION & NOTES: Tilt -up wall panels 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101 and 102. Flexural Test Results (ASTM C78)* Avg. Meas. Span Beam Modulus of Sample No. Lab No. Date Made Date Tested Age Width Depth (1 8) Length Load / Ibs Rupture (psi) 1 01/16/18 01/23/18 6 5.92 6.00 18 22 7200 610 2 01/16/18 01/23/18 6 6.04 6.02 18 22 6120 505 "Samples were not tested per ASTM C78 (samples not soaked in water 20 hours before testing) as requested by Paul Wasell. Samples Cast By: J. Keas Tested By: J. Kane Report Distribution (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1)Foushee& Associates, Inc., Craig Miller (1)Foushee& Associates, Inc., Jeremy Webb Reviewed By: (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Robert Gardner (1) PSM Consulting Engineers, Muni Vimawala 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. MTE 1140-3C , Rev 2, 06/13/11 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Revision 1 - Task: MAYES TESTING ENGINEERS alre«aconCO =A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/16/18 Sample Time: Sampled By: Jacob Keas Mix ID: 0260A6P Weather Conditions: Rain Supplier: Miles Sand and Gravel Accumulative Yards: 42 Batch Size (cy): 10.5 Batch Time: Plant: Placement Method: Pump Truck No.: 2463 Ticket No.: 201921 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, Slump (in): 6 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, Air Content (%): 4.2 101, and, 102. also slab -on -grade, Concrete Temp. (F): 67 grids H to H.5/8 to 9.3. Ambient Temp. (F): 51 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 3 3.99 12.5 01/17/18 01/19/18 3 F 39,300 3,140 2 1 1 3.99 12.5 01/17/18 01/22/18 6 F 54,680 4,370 2 1 2 3.98 12.44 01/17/18 01/22/18 6 F 50,250 4,040 2 1 4 4.00 12.57 01/17/18 01/23/18 7 1 5 4.00 12.57 01/17/18 02/13/18 28 1 6 4.00 12.57 01/17/18 02/13/18 28 1 7 4.00 12.57 01/17/18 02/13/18 28 Initial Cure: Cure Box 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Revision 1 - Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: 2463 Ticket No.: 201937 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 4.4 70 53 Set Specimen Avg Diam. No. ID (in) 2 3 4.00 2 4 4.00 2 5 4.00 2 6 4.00 Initial Cure: See Comments Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.57 01/17/18 01/23/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 01/16/18 Sample Time: Jacob Keas Rain 168 Batch Size (cy): 10.5 Pump Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101, and, 102. also slab on grade, grids H to H.5/8 to 9.3 Age at Maximum Test Load (days) (lbs) 7 28 28 28 Compressive Strength Fracture (psi) Type 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 14 AYES TESTING ENGINEERS, /NC. Al CAr P&MY Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/22/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Revision 1 - Project Project No. M7171461 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Date Made: 01/16/18 Set 2 of 2 LABORATORY FLEXURAL TEST REPORT Field Data (ASTM C31-C172-C78) Air Temp: 4.4 o F Weather: Rain Product: Concrete Supplier: Miles Sand and Gravel Ticket No.: 201937 Sample Temp: (ASTM C1064) 70 o F Slump: (ASTM C143) 6 in. Entrained Air: 4.4 (ASTM C231 and C173) PLACEMENT LOCATION & NOTES: Tilt -up wall panels 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101 and 102. Flexural Test Results (ASTM C78)* Avg. Meas. Span Beam Modulus of Sample No. Lab No. Date Made Date Tested Age Width Depth (1 8) Length Load / Ibs Rupture (psi) 1 01/16/18 01/23/18 6 5.92 6.00 18 22 7200 610 2 01/16/18 01/23/18 6 6.04 6.02 18 22 6120 505 "Samples were not tested per ASTM C78 (samples not soaked in water 20 hours before testing) as requested by Paul Wasell. Samples Cast By: J. Keas Tested By: J. Kane Report Distribution (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1)Foushee& Associates, Inc., Craig Miller (1)Foushee& Associates, Inc., Jeremy Webb Reviewed By: (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Robert Gardner (1) PSM Consulting Engineers, Muni Vimawala 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. MTE 1140-3C , Rev 2, 06/13/11 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/24/18 Revision 2 - 7-day results Task: MAYES TESTING ENGINEERS alre«aconCO =A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/16/18 Sample Time: Sampled By: Jacob Keas Mix ID: 0260A6P Weather Conditions: Rain Supplier: Miles Sand and Gravel Accumulative Yards: 42 Batch Size (cy): 10.5 Batch Time: Plant: Placement Method: Pump Truck No.: 2463 Ticket No.: 201921 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, Slump (in): 6 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, Air Content (%): 4.2 101, and, 102. also slab -on -grade, Concrete Temp. (F): 67 grids H to H.5/8 to 9.3. Ambient Temp. (F): 51 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 3 3.99 12.5 01/17/18 01/19/18 3 F 39,300 3,140 2 1 1 3.99 12.5 01/17/18 01/22/18 6 F 54,680 4,370 2 1 2 3.98 12.44 01/17/18 01/22/18 6 F 50,250 4,040 2 1 4 3.99 12.5 01/17/18 01/23/18 7 59,610 4,770 2 1 5 4.00 12.57 01/17/18 02/13/18 28 1 6 4.00 12.57 01/17/18 02/13/18 28 1 7 4.00 12.57 01/17/18 02/13/18 28 Initial Cure: Cure Box 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/24/18 Revision 2 - 7-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: 2463 Ticket No.: 201937 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 4.4 70 53 Set Specimen Avg Diam. No. ID (in) 2 3 3.98 2 4 4.00 2 5 4.00 2 6 4.00 Initial Cure: See Comments Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.44 01/17/18 01/23/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 12.57 01/17/18 02/13/18 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 01/16/18 Sample Time: Jacob Keas Rain 168 Batch Size (cy): 10.5 Pump Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101, and, 102. also slab on grade, grids H to H.5/8 to 9.3 Age at Maximum Test Load (days) (lbs) 7 58,310 28 28 28 Compressive Strength Fracture (psi) Type 4,690 4 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 14 AYES TESTING ENGINEERS, /NC. Al CAr P&MY Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 01/24/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Revision 2 - 7-day results Project Project No. M7171461 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Date Made: 01/16/18 Set 2 of 2 LABORATORY FLEXURAL TEST REPORT Field Data (ASTM C31-C172-C78) Air Temp: 4.4 o F Weather: Rain Product: Concrete Supplier: Miles Sand and Gravel Ticket No.: 201937 Sample Temp: (ASTM C1064) 70 o F Slump: (ASTM C143) 6 in. Entrained Air: 4.4 (ASTM C231 and C173) PLACEMENT LOCATION & NOTES: Tilt -up wall panels 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101 and 102. Flexural Test Results (ASTM C78)* Avg. Meas. Span Beam Modulus of Sample No. Lab No. Date Made Date Tested Age Width Depth (1 8) Length Load / Ibs Rupture (psi) 1 01/16/18 01/23/18 6 5.92 6.00 18 22 7200 610 2 01/16/18 01/23/18 6 6.04 6.02 18 22 6120 505 "Samples were not tested per ASTM C78 (samples not soaked in water 20 hours before testing) as requested by Paul Wasell. Samples Cast By: J. Keas Tested By: J. Kane Report Distribution (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1)Foushee& Associates, Inc., Craig Miller (1)Foushee& Associates, Inc., Jeremy Webb Reviewed By: (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Robert Gardner (1) PSM Consulting Engineers, Muni Vimawala 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. MTE 1140-3C , Rev 2, 06/13/11 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.003513 alre«aconCO =A" Service Date: 01/16/18 20225 Cedar Valley Rd Ste 110 Report Date: 02/14/18 Revision 3 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 01/16/18 Sample Time: Sampled By: Jacob Keas Mix ID: 0260A6P Weather Conditions: Rain Supplier: Miles Sand and Gravel Accumulative Yards: 42 Batch Size (cy): 10.5 Batch Time: Plant: Placement Method: Pump Truck No.: 2463 Ticket No.: 201921 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, Slump (in): 6 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, Air Content (%): 4.2 101, and 102. also slab -on -grade, Concrete Temp. (F): 67 grids H to H.5/8 to 9.3. Ambient Temp. (F): 51 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 No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 3 3.99 12.5 01/17/18 01/19/18 3 F 39,300 3,140 2 1 1 3.99 12.5 01/17/18 01/22/18 6 F 54,680 4,370 2 1 2 3.98 12.44 01/17/18 01/22/18 6 F 50,250 4,040 2 1 4 3.99 12.5 01/17/18 01/23/18 7 59,610 4,770 2 1 5 3.98 12.44 01/17/18 02/13/18 28 68,270 5,490 5 1 6 3.98 12.44 01/17/18 02/13/18 28 72,050 5,790 2 1 7 3.98 12.44 01/17/18 02/13/18 28 76,810 6,170 2 Average (28 days) 5,820 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.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 02/14/18 Revision 3 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand and Gravel Batch Time: Plant: Truck No.: 2463 Ticket No.: 201937 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 4.4 70 53 Set Specimen Avg Diam. No. ID (in) 2 3 3.98 2 4 3.99 2 5 3.98 2 6 3.98 Area Date (sq in) Received 12.44 01/17/18 12.5 01/17/18 12.44 01/17/18 12.44 01/17/18 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on C011 r 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 01/16/18 Sample Time: Jacob Keas Rain 168 Batch Size (cy): 10.5 Pump Tilt -up wall panels, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101, and 102. also slab on grade, grids H to H.5/8 to 9.3 Age at Maximum Date Test Load Tested (days) (lbs) 01/23/18 7 58,310 02/13/18 28 73,240 02/13/18 28 71,470 02/13/18 28 73,300 Average (28 days) Compressive Strength Fracture (psi) Type 4,690 4 5,860 2 5,740 2 5,890 2 5,830 Initial Cure: See Comments 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 cams were field cured per contractor's request. Lab samples in cure box. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Jacob Keas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 14 AYES TESTING ENGINEERS, /NC. Al CAr P&MY Report Number: M7171461.003513 Service Date: 01/16/18 Report Date: 02/14/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Revision 3 - 28-day results Project Project No. M7171461 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Date Made: 01/16/18 Set 2 of 2 LABORATORY FLEXURAL TEST REPORT Field Data (ASTM C31-C172-C78) Air Temp: 4.4 o F Weather: Rain Product: Concrete Supplier: Miles Sand and Gravel Ticket No.: 201937 Sample Temp: (ASTM C1064) 70 o F Slump: (ASTM C143) 6 in. Entrained Air: 4.4 (ASTM C231 and C173) PLACEMENT LOCATION & NOTES: Tilt -up wall panels 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 33, 34, 30, 29, 100, 101 and 102. Flexural Test Results (ASTM C78)* Avg. Meas. Span Beam Modulus of Sample No. Lab No. Date Made Date Tested Age Width Depth (1 8) Length Load / Ibs Rupture (psi) 1 01/16/18 01/23/18 6 5.92 6.00 18 22 7200 610 2 01/16/18 01/23/18 6 6.04 6.02 18 22 6120 505 "Samples were not tested per ASTM C78 (samples not soaked in water 20 hours before testing) as requested by Paul Wasell. Samples Cast By: J. Keas Tested By: J. Kane Report Distribution (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1)Foushee& Associates, Inc., Craig Miller (1)Foushee& Associates, Inc., Jeremy Webb Reviewed By: (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Robert Gardner (1) Miles Sand&Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. MTE 1140-3C , Rev 2, 06/13/11 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0036 Service Date: 01/24/18 Report Date: 01 /30/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Proiect No.: M7171461 Weather: Rain On site for inspection of the tilt panel wall to be placed at grids A to B/7.7 to 8. Reinforcing steel was inspected and found to be in compliance with detail 70/S6.6. Observed the placement of (10) yards of Miles Sand & Gravel concrete mix 1531<24HR via truck chute, and consolidated through vibration. Sampled and tested for slump and temperature. Cast (8) 4x8" cylinders for compressive strength testing (4000 psi at 28 days required). Contractor requested (4) field -cure cylinders with at least (1) cylinder to be tested at 24 hrs. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0036A alre«aconCO =A" Service Date: 01/24/18 20225 Cedar Valley Rd Ste 110 Report Date: 01/26/18 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Project Number: M7171461 Material Information Sample Information Specified Strength: 2,500 psi @ 4,000 psi @ Mix ID: 153K24HR Supplier: Miles Batch Time: 1 Truck No.: 1 days 28 days 115 Plant: Everett C059 Ticket No.: 202193 Field Test Data Test Result Slump (in): 5 Air Content (%): Concrete Temp. (F): 65 Ambient Temp. (F): 45 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 3.98 1 E 4.00 1 F 4.00 1 G 4.00 1 H 4.00 1 B 1 C 1 D Initial Cure: Covered with Plastic Sample Date: 01/24/18 Sample Time: 1230 Sampled By: Joel Morder Weather Conditions: Rain Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 20 Water Added After (gal): Sample Location: Tilt panel wall to be placed at A - B/7.7 Specification - 8 Placement Location: Tilt panel wall to be placed at grids A to 13/7.7 to 8 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 01/25/18 01/25/18 1 F 20,100 12.57 01/25/18 01/31/18 7 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 01/25/18 Hold 01/25/18 Hold 01/25/18 Hold Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Contractor requested 4 field cures to be cast, 1 of which to break at 24 hours. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala Compressive Strength Fracture (psi) Type 1,620 3 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0036A Service Date: 01/24/18 Report Date: 01/29/18 Revision 1 - additional fiel cure breaks Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 2,500 psi @ 4,000 psi @ Mix ID: 153K24HR Supplier: Miles Batch Time: 1 Truck No.: 1 days 28 days 115 Plant: Everett C059 Ticket No.: 202193 Field Test Data Test Result Slump (in): 5 Air Content (%): Concrete Temp. (F): 65 Ambient Temp. (F): 45 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 3.98 1 B 3.99 1 C 3.98 1 E 4.00 1 F 4.00 1 G 4.00 1 H 4.00 1 D Initial Cure: Covered with Plastic Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 01/24/18 Sample Time: 1230 Sampled By: Joel Morder Weather Conditions: Rain Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 20 Water Added After (gal): Sample Location: Tilt panel wall to be placed at A - B/7.7 Specification - 8 Placement Location: Tilt panel wall to be placed at grids A to 13/7.7 to 8 Age at Maximum Compressive Area Date Date Test Load Strength Fracture (sq in) Received Tested (days) (lbs) (psi) Type 12.44 01/25/18 01/25/18 1 F 20,100 1,620 3 12.5 01/25/18 01/26/18 2 F 27,620 2,210 2 12.44 01/25/18 01/26/18 2 F 32,780 2,630 2 12.57 01/25/18 01/31/18 7 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 01/25/18 Hold 2 Final Cure: Moist Room Comments: Not tested for plastic unit weight. F = Field Cured Contractor requested 4 field cures to be cast, 1 of which to break at 24 hours. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Joel Morder Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0036A Service Date: 01/24/18 Report Date: 02/01/18 Revision 2 - 7-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 2,500 psi @ 4,000 psi @ Mix ID: 153K24HR Supplier: Miles Batch Time: 1 Truck No.: 1 days 28 days 115 Plant: Everett C059 Ticket No.: 202193 Field Test Data Test Result Slump (in): 5 Air Content (%): Concrete Temp. (F): 65 Ambient Temp. (F): 45 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 3.98 1 B 3.99 1 C 3.98 1 E 3.98 1 F 4.00 1 G 4.00 1 H 4.00 1 D Initial Cure: Covered with Plastic Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 01/24/18 Sample Time: 1230 Sampled By: Joel Morder Weather Conditions: Rain Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal): 20 Water Added After (gal): Sample Location: Tilt panel wall to be placed at A - B/7.7 Specification - 8 Placement Location: Tilt panel wall to be placed at grids A to 13/7.7 to 8 Age at Maximum Compressive Area Date Date Test Load Strength Fracture (sq in) Received Tested (days) (lbs) (psi) Type 12.44 01/25/18 01/25/18 1 F 20,100 1,620 3 12.5 01/25/18 01/26/18 2 F 27,620 2,210 2 12.44 01/25/18 01/26/18 2 F 32,780 2,630 2 12.44 01/25/18 01/31/18 7 101,200 8,130 2 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 12.57 01/25/18 02/21/18 28 01/25/18 Hold 2 Final Cure: Moist Room Comments: Compressive strength of 7 day cylinders complies with the 1 day specified strength. Not tested for plastic unit weight. F = Field Cured Contractor requested 4 held cures to be cast, 1 of which to break at 24 hours. 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 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0036A Service Date: 01/24/18 Report Date: 02/01/18 Revision 2 - 7-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Mayes Testing Engineers Rep.: Joel Morder Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0037 Service Date: 01/30/18 Report Date: 02/02/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear On site for inspection of epoxy grouted 3/4" diameter all -thread anchor rods per RFI-084. Inspected (3) embed panel repairs on grid line 5. Holes were inspected for size, embedment depth and cleanliness prior to using Hilti HIT -RE 500 V3 epoxy (expiration 08/2018). A total of (29) anchor rods were installed per plans. Visually inspected welding of panel embed plates per S 2.3 drawing for connection types A, B and C. Outside perimeter and inside locations inspected were found acceptable except at two locations: 1) Panel 70 at grid line 8, west of B.8 has (4) embed plates missing; 2) Panel 7 at grid line 5 has one embed plate missing. Contractor is currently making repairs to remove concrete prior to grout placement. Remaining embeds at bottom of panels were found acceptable to plan. PRELIMINARY INSPECTION Embed plates missing at Panel 70 at grid line 8, west of B.8, and Panel 7 at grid line 5. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Mark Vassallo Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 GROUT OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0038 Service Date: 01/31/18 Report Date: 02/09/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (2) 2" cubes 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy Inspected panel #70 on grid 8 bottom connection per schedule S2.3 and found welds completed. Panel #7 work not yet completed. At panels #8 and 9, per RFI 84, verified nuts are in snug -tight condition. Took a sample of the grout placed at panel bases. Total of (6) cubic yards of Cadman mix 1510SKGF placed via grout pump. PRELIMINARY INSPECTION Panel #7 work not completed. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0038A r Arerr..o^ aMPA., Service Date: 01/31/18 20225 Cedar Valley Rd Ste 110 Report Date: 02/08/18 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi a) 28 days Sample Date: 01/31/18 Sample Time: Sampled By: David Schmutzler Mix ID: 1510SKGF Weather Conditions: Cloudy Supplier: Miles Accumulative Yards: 6 Batch Size: 6 Batch Time: Plant: Sample Size: 2X2X2 Truck No.: C013 Ticket No.: 202493 Sample Location: Placement Location: Tilt panel base grout Field Test Data Form Material: Brass Molds No. Units: Test Result Specification Samples Plumb: Yes Slump (in): Temperature Range: Grout Temp. (F): 64 Ambient Temp. (F): 43 Laboratory Test Data Maximum Compressive Set Specimen Date Date Age Area Load Strength Fracture No. ID Received Tested (days) (sq in) (lbs) (psi) Type l a 02/01/18 02/07/18 7 4.04 23,620 5,850 1 1 b 02/01/18 02/07/18 7 4.10 23,790 5,800 1 1 c 02/01/18 02/07/18 7 4.12 24,410 5,920 1 Average (7 days) 5,860 1 d 02/01/18 02/28/18 28 1 e 02/01/18 02/28/18 28 1 f 02/01/18 02/28/18 28 Initial Cure: Cure Box Final Cure: Moist Room Comments: Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) PSM Consulting Engineers, Muni Vimawala 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, xev.6 Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0038A r Arerr..o^ aMPA., Service Date: 01/31/18 20225 Cedar Valley Rd Ste 110 Report Date: 03/01/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi a) 28 days Sample Date: 01/31/18 Sample Time: Sampled By: David Schmutzler Mix ID: 1510SKGF Weather Conditions: Cloudy Supplier: Miles Accumulative Yards: 6 Batch Size: 6 Batch Time: Plant: Sample Size: 2X2X2 Truck No.: C013 Ticket No.: 202493 Sample Location: Placement Location: Tilt panel base grout Field Test Data Form Material: Brass Molds No. Units: Test Result Specification Samples Plumb: Yes Slump (in): Temperature Range: Grout Temp. (F): 64 Ambient Temp. (F): 43 Laboratory Test Data Maximum Compressive Set Specimen Date Date Age Area Load Strength Fracture No. ID Received Tested (days) (sq in) (lbs) (psi) Type l a 02/01/18 02/07/18 7 4.04 23,620 5,850 1 1 b 02/01/18 02/07/18 7 4.10 23,790 5,800 1 1 c 02/01/18 02/07/18 7 4.12 24,410 5,920 1 Average (7 days) 5,860 1 d 02/01/18 02/28/18 28 4.12 34,720 8,430 1 1 e 02/01/18 02/28/18 28 4.16 34,340 8,250 1 1 f 02/01/18 02/28/18 28 4.08 32,930 8,070 1 Average (28 days) 8,250 Initial Cure: Cure Box Final Cure: Moist Room Comments: Average compressive strength of 28 day Cube complies with the specified strength. **NP = Not Performed Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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, xev.6 Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0039 Service Date: 02/01/18 Report Date: 02/06/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy Per RFI # 93, corrective work was performed on misaligned ledger angle installed at panel 18. Contractor installed 3/4" diameter all -thread to an embedment of 4" using Simpson XP epoxy (expiration 08/20/18). Seven of the (23) holes drilled have degradation to the reinforcing steel due to the use of a reinforcing steel cutter; per note 2 of the RFI, no reinforcing steel was to be cut. Spoke with engineer -of -record and superintendent about the situation, and the engineer is requiring a scan to be performed to verify what element was cut. NONCONFORMING CONDITIONS A scan is required to verify cut reinforcement. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: David Schmutzler Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0040 Service Date: 02/06/18 Report Date: 02/12/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Overcast, 45°F Observed the epoxy grouting of 3/4" diameter all -thread concrete anchors at the Panel 7 to foundation connection and the Panel 18 to Panel 40 connection per RFI 084R2 and RFI 097. Simpson AT-XP epoxy was used (lot F1039F1160, expiration 10/10/18). 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 Mercado Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0041 Service Date: 02/01/18 Report Date: 02/09/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy Contractor installing 3/4" diameter x 16" long anchor bolts with 12" of embedment for interior columns. Post - installed anchors okayed per RFI 5. Observed anchors being installed at grid lines 9 to 10/A.8 to B.8. Holes were properly cleaned out and Simpson XP epoxy was utilized (expiration 08/20/18). 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0042 Service Date: 02/13/18 Report Date: 02/16/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: Performed visual inspection of field fillet weldments at the following locations: 1. P/C wall panel corner connections per details 5, 6 and 9/S6.0. 2. WF beam clips to P/C wall panel embeds per detail 7/S6.1. 3. WF girder clips to P/C wall panel embeds per detail 8/S6.1. 4. Deck ledger angles to P/C wall embeds per detail A/S3.1. M7171461 Clear Field welds meet plans and AWS D1.1 visual acceptance criteria, after some welds sized upward due to root gap at ledger angles, and one weld repair at corner wall panel to panel connection. Regarding panel #7, the epoxied in 3/4" all -threads are now torque -verified to 40 foot-pounds per RFI 084R2 connection fix. Regarding panel #18, the epoxied in 3/4" all -threads are now torque -verified to 40 foot-pounds per RFI 097 connection fix. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 FABRICATION SHOP OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0043 Service Date: 02/15/18 Report Date: 02/20/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Inside At McFabco Steel, South 635 Elm Street, Seattle, WA for inspection of 1/4" fillet welds at stiffener plates on piece marks 302A and 303F. Found welds visually acceptable per AWS D1.1 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.: David Schmutzler Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0044 Service Date: 02/19/18 Report Date: 03/05/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy On site to observe and inspect epoxy grouting of dowels into wall for slab -on -metal -deck connection. The holes were drilled to a depth of 6" and cleaned per the manufacturer's instructions. The contractor does not have a cold weather epoxy approved. It is currently below the minimum required temperature for installation. The contractor has sent a submittal for a cold weather epoxy to the engineer for approval. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0045 Service Date: 02/21/18 Report Date: 03/02/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: Weather: M7171461 Cloudy On site for inspection of post -installed anchors for the Level 2 Mezzanine slab to wall and ramp to wall bound by grid lines D to H/11 to 12. The ramp to wall anchorage was installed per detail C/S4.1, and the Level 2 Mezzanine was completed per detail B/S3.1. Prior to epoxy placement, hole depth and cleanliness were verified. Contractor used Hilti HIT-HY 200-R epoxy (lot 042017, expiration 11/2018). 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 FABRICATION SHOP OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0046 Service Date: 02/21/18 Report Date: 02/27/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Clear Performed welding inspection at the McFabco Steel Co. shop in Seattle, WA. Received WABO cards for Jason R Huerta (#W17049, 07/01/18), Zsolt Prepuk (#W21935, 10/01/18), Thien H Nguyen (#W21116, 04/01/18), Jeffrey A Daniels (#W17708, 04/01/18), and Terry W Greenwood (#W00383, 04/01/18). Received WPS #3.14159. Received the National Standard Certificate for Tru-Core FC71 T, which is usable for demand -critical welds. Visually inspected welds and general conformance of columns labeled 404A, 40513, 405C, 406C, 407A, 40713, 407C, 408A, 40813, 409A and 409B on McFabco Steel Co. drawings dated 11/01/17 revision 2. The through - plate on column 404A was plug -welded and then covered by a plate so first on site inspected each pass of the plug weld and then plate that completes the column 404A. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0047 Service Date: 02/20/18 Report Date: 02/27/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Follow-up to Mayes Testing Engineers NCR field report 0039, service date 02/01/18, indicating reinforcing steel damaged during drilling operations into the concrete wall panel. A scan was required and performed to verify cut reinforcement and that was done after issuance of field report. Received attached email from Foushee- Jeremy Webb dated 02/15/18 indicating PSM engineer- Muni Vimawala accepting wall panel condition where only the horizontal reinforcing steel bars were damaged. We consider this matter to be closed, with no remedial action required by the enaineer-of-record. CORRECTIVE ACTION TAKEN Received attached email from Foushee- Jeremy Webb dated 02/15/18 indicating PSM engineer- Muni Vimawala accepting wall panel condition where only the horizontal reinforcing steel bars were damaged; Mayes Testing Engineers nonconforming report 0039, service date 02/01/18, is now closed. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 From: Jeremy Webb <jwebb@foushee.com> Sent: Tuesday, February 20, 2018 12:20 PM To: Wirtz, Todd A Cc: dhestes_aia@frontier.com; Paul Wasell; Craig Miller; Butch Gleason; Muni Vimawala Subject: RE: MT - non -conforming inspection reports Todd, Can you please issue a revised report clearing this up? Thanks, Jeremy From: Jeremy Webb Sent: Friday, February 16, 2018 2:14 PM To: Twirtz (Twirtz@Mayestesting.com) <Twirtz@Mayestesting.com> Cc:'dhestes_aia@frontier.com' <dhestes aia@frontier.com>; Paul Wasell <pwasell@foushee.com>; Craig Miller <cmiller@foushee.com>; Butch Gleason (bgleason@foushee.com) <bgleason@foushee.com>;'Muni Vimawala' <muniv@psm-engineers.com> Subject: RE: MT - non -conforming inspection reports Todd, Per our conversation, please find both the imaging report from SRI as well as Muni's response (CC'ed here) indicating the installation is acceptable. Please provide a revision to report #39 removing the NCR. Thanks, Jeremy From: Jeremy Webb Sent: Thursday, February 15, 2018 1:17 PM To:'Muni Vimawala' <muniv@psm-engineers.com> Cc: dhestes aia@frontier.com; Paul Wasell <pwasell@foushee.com>; Craig Miller <cmiller@foushee.com>; Butch Gleason (bgleason@foushee.com) <bgleason@foushee.com> Subject: RE: MT - non -conforming inspection reports Muni, Will do. This report was written prior to the imaging. Once we imaged the panel and got confirmation from you that the panel will be okay (considering we only hit horizontal bar) I believe the email was presented to the special inspector. This should have already been cleared up. Paul, Butch Can we please get this cleared up with the inspector? Thanks, Jeremy From: Muni Vimawala [mailto:muniv@psm-engineers.com] Sent: Thursday, February 15, 2018 1:11 PM To: Jeremy Webb <jwebb@foushee.com> Cc: dhestes aia@frontier.com; Paul Wasell <pwasell@foushee.com>; Craig Miller <cmiller@foushee.com> Subject: MT - non -conforming inspection reports Hi Jeremy, I got a call from Todd of Mays Testing regarding the attached NCR. Will you please make sure that the inspector is aware of all our written communications regarding any deviation from drawings or resolutions to non -confirming reports? This is required so that they can issue a confirming report for the same item. Without this we may have trouble issuing project closeout certificate from them and us! Thanks. Muni Vimawala, P.E., S.E. PSM Engineers Direct: 206-239-7714 Office: 206-622-4580 X 136 www.psm-engineers.com POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0048 Service Date: 02/23/18 Report Date: 03/05/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 280F Observed the installation of the post -installed #6 dowels that join the parking garage roof slab to the exterior precast walls. The contractor has completed installing these dowels in the parking garage roof locations, with the exception of those located in the following areas: west wall from grid line 7 to line 10, and along the north wall from grids 11/C.5 to H-line. Installation in all other areas was completed with #6x2'0" reinforcing dowels which were secured with Hilti HIT-HY 200-R epoxy every 12" along the perimeter wall per detail C on page S4.1. Adhesive application and dowel installation were also found to be performed in accordance with the instructions provided in the specified ICC ESR 3187. Note: The contractor has received approval to use the Hilti HIT-HY 200-R adhesive anchoring system via RFI 091. 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.: Shannon Burgess Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 GENERAL OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0049 Service Date: 02/26/18 Report Date: 03/01 /18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 430F Item 1: Observed the installation of the post -installed #6 dowels that join the parking garage roof slab to the exterior precast walls. The contractor has now completed installing these dowels in the specified locations along the parking garage roof. Dowel installation was completed with #6x2'0" reinforcing dowels spaced 12" along the precast wall; per detail C on page S4.1. Adhesive application and dowel installation were also found to be performed in accordance with the instructions provided in the specified ICC ESR 3187. Note: Epoxy was Hilti HIT-HY 200-R (lot 13691991, expiration 03/11/18). Item 2: Performed visual inspection on the welded shear connectors and puddle welds located along the steel decking that supports the parking garage roof. This inspection revealed missing shear studs along the W24x94 beam located at grid G/8.5. The contactor has indicated that additional shear studs would be added at this location on a later date. Follow-up inspection will be required to verify. All other areas were found to contain the number of shear connectors specified in the Parking Roof framing drawings. Visual appearance of the inspected welds also satisfied the acceptance criteria provided in AWS D1.1. Note: The contractor has received approval to use the Hilti HIT-HY 200-R adhesive anchoring system via RFI 091. NONCONFORMING CONDITIONS Missing shear connector on parking garage roof decking at grid G/8.5 (reference Item 2 above). Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Shannon Burgess Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0051 Service Date: 03/02/18 Report Date: 03/07/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (16) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No.: M7171461 Weather: Overcast, 40°F On site to finalize the reinforcing steel inspection for the slab -on -metal -deck between grid lines 5 to 11/A to H, the ramp between grid lines B.8 to G.8/11 to 12, and the co -generator room mezzanine. Up to (10) workers were making the needed corrections noted in report M7171461.0050 prior to the concrete placement. One of the boom pumps had a mechanical failure delaying concrete placement and affording time for corrections to be made. Verified that reinforcing was chaired and tied correctly immediately prior to the concrete placement. Approximately (350) cubic yards of Miles concrete mix 07450GF were placed using (2) boom pumps. The concrete was mechanically consolidated. Sixteen (16) 4x8" cylinders were cast for compression strength testing (4000 psi at 28 days required). Miles QC was on site throughout the concrete placement and City of Edmonds Inspector Milton visited briefly. CORRECTIVE ACTION TAKEN This report closes report M7171461.0050. 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 Mercado Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0051A Service Date: 03/02/18 Report Date: 03/12/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: Plant: Truck No.: C057 Ticket No.: 203643 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 67 37 Set Specimen Avg Diam. No. ID (in) 1 1 4.00 1 2 4.00 1 3 4.00 1 4 4.00 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.57 03/05/18 03/09/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 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.: David Mercado Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 03/02/18 Sample Time: David Mercado Overcast 130 Batch Size (cy): 10 Pump 15 Slab -on -metal -deck Slab -on -metal -deck within grids 5 to 11/A to H, ramp within grids B.8 to G.8/11 to 12. Age at Maximum Test Load (days) (lbs) 7 56,620 28 28 28 Compressive Strength Fracture (psi) Type 4,510 1 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. Cx000l, 11-16-12, xev.6 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0051A Service Date: 03/02/18 Report Date: 03/12/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: Plant: Truck No.: C144 Ticket No.: 203650 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 9 64 38 Set Specimen Avg Diam. No. ID (in) 2 1 3.98 2 2 4.00 2 3 4.00 2 4 4.00 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 03/02/18 Sample Time: Sampled By: David Mercado Weather Conditions: Overcast Accumulative Yards: 200 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 38 Water Added After (gal): Sample Location: Slab -on -metal -deck Placement Location: Slab -on -metal -deck within grids 5 to 11/A to H, ramp within grids B.8 to G.8/11 to 12. Area Date Date (sq in) Received Tested 12.44 03/05/18 03/09/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 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.: David Mercado Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala Age at Maximum Test Load (days) (lbs) 7 47,990 28 28 28 Compressive Strength Fracture (psi) Type 3,860 2 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. Cx000l, 11-16-12, xev.6 Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0051A Service Date: 03/02/18 Report Date: 03/12/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: Plant: Truck No.: C144 Ticket No.: 203665 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 62 40 Set Specimen Avg Diam. No. ID (in) 3 1 3.97 3 2 4.00 3 3 4.00 3 4 4.00 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.38 03/05/18 03/09/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 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.: David Mercado Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 03/02/18 Sample Time: David Mercado Overcast 319 Batch Size (cy): 10 Pump 10 Slab -on -metal -deck Slab -on -metal -deck within grids 5 to 11/A to H, ramp within grids B.8 to G.8/11 to 12. Age at Maximum Test Load (days) (lbs) 7 61,520 28 28 28 Compressive Strength Fracture (psi) Type 4,970 5 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. Cx000l, 11-16-12, xev.6 Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0051A Service Date: 03/02/18 Report Date: 03/12/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: Plant: Truck No.: C013 Ticket No.: 203667 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 62 42 Set Specimen Avg Diam. No. ID (in) 4 1 3.98 4 2 4.00 4 3 4.00 4 4 4.00 Initial Cure: Cure Box Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.44 03/05/18 03/09/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 12.57 03/05/18 03/30/18 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.: David Mercado Reported To: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 03/02/18 Sample Time: David Mercado Overcast 339 Batch Size (cy): 10 Pump 15 Ramp Slab -on -metal -deck within grids 5 to 11/A to H, ramp within grids B.8 to G.8/11 to 12. Age at Maximum Test Load (days) (lbs) 7 54,790 28 28 28 Compressive Strength Fracture (psi) Type 4,400 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. Cx000l, 11-16-12, xev.6 Page 4 of 4 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0052 Service Date: 03/02/18 Report Date: 03/07/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy On site for structural steel welding inspection in accordance with AWS D 1.1 specifications. Inspected roof elevation welding between grid lines 1 to 5 from A to H. Roof joists to columns per detail 1/S5.2 and joist to embed ledger angle per detail 2/S5.2 were inspected. Lines A, C, D, E and H were inspected and acceptable along grid 1. Ledger angle splice welds inspected per detail 8/S1.4 along grid H are acceptable. Angles welded to joists at SW corner per detail K/S5.1 were acceptable between grids G to H from 1 to 1.2 lines. Mechanical framing welding inspected per roof opening details on S1.3 drawing. Beam shear clips welded along 1-line at grids B, C, D and E are acceptable. 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.: Mark Vassallo Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0053 Service Date: 03/07/18 Report Date: 03/12/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny Performed visual inspection of roof deck puddle welds and DeltaGrip® grip -lock side seam crimps. Inspected the high roof at grid lines 1 to 5/A to H; oil room roof and stair roof and found per details on S7.1. Inspected welds for (2) roof davits on high roof and found welding per detail 9 on S1.4. Noted cold galvanizing spray was applied to weld area. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 POST -INSTALLED ANCHORS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0054 Service Date: 03/13/18 Report Date: 03/16/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Under cover On site for inspection of post -installation of #6 bar dowels at mezzanine level, per detail A/S3.1, #6 bar dowels x 24" at 12" on center with 4" of embedment. Holes were drilled to depth and clean. Simpson SET-XP epoxy was placed and dowel bars inserted. Procedure appears per ICC-ESR 2508. Epoxy information: lot 107F092E, expiration 07/18/18. Approximately (270) bars were installed at grid lines A/4 to 5, 5/A to H, H/1 to 5 and 1/G to H. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0056 Service Date: 03/15/18 Report Date: 03/20/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Monitored and tested placement of (100) cubic yards of Miles Sand & Gravel concrete mix 07450GF at the mezzanine level slab -on -metal -deck. The concrete was placed via pump and mechanically consolidated. Reinforcing steel was inspected prior to placement; noted corrections required by Mayes Testing Engineers (MTE) preliminary report, service date 03/14/18, have been corrected. This report closes out report, service date 03/14/18. One set of (4) 4x8" cylinders was cast for compressive strength testing. Monitored installation of (8) 3/4" diameter all -thread anchor bolts for entrance columns at grids A/1.7 and 1/A.5. Holes were drilled to required depth of 12", and brushed and blown clean prior to installation. The epoxy used was Simpson SET-XP (lot 107E092E, expiration 07/18/19). Installation was performed in accordance to RFI 05. CORRECTIVE ACTION TAKEN Noted corrections required by MTE Preliminary Report, service date 03/14/18, have been corrected. MTE Preliminary Report 0055, service date 03/14/18, is closed. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0056A Service Date: 03/15/18 Report Date: 03/23/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: 0530 Plant: Truck No.: C059 Ticket No.: 103013 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 45 Set Specimen Avg Diam. No. ID (in) 1 a 3.98 1 b 4.00 1 c 4.00 1 d 4.00 Initial Cure: Outside Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.44 03/16/18 03/22/18 12.57 03/16/18 04/12/18 12.57 03/16/18 04/12/18 12.57 03/16/18 04/12/18 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 03/15/18 Sample Time: Carl Reynolds Cloudy 150 Batch Size (cy): 10 Pump Mezzanine Level slab -on -metal deck. Age at Maximum Test Load (days) (lbs) 7 68,310 28 28 28 Compressive Strength Fracture (psi) Type 5,490 2 Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0056A Service Date: 03/15/18 Report Date: 04/13/18 Revision 1 - 28-day results Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Batch Time: 0530 Plant: Truck No.: C059 Ticket No.: 103013 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 6 64 45 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 a 3.98 1 b 3.98 1 c 3.97 1 d 3.98 Area Date (sq in) Received 12.44 03/16/18 12.44 03/16/18 12.38 03/16/18 12.44 03/16/18 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 03/15/18 Sample Time: Carl Reynolds Cloudy 150 Batch Size (cy): 10 Pump Mezzanine Level slab -on -metal deck. Age at Maximum Date Test Load Tested (days) (lbs) 03/22/18 7 68,310 04/12/18 28 89,570 04/12/18 28 97,340 04/12/18 28 94,120 Average (28 days) Compressive Strength Fracture (psi) Type 5,490 2 7,200 2 7,860 2 7,570 2 7,540 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.: Carl Reynolds Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0057 Service Date: 03/26/18 Report Date: 03/30/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clouds Inspected reinforcing steel installed into the following locations: Alignment pit slabs at grids E to G/10 to 11 and catch basin at grid 9.2/A to B.8. The reinforcing steel was inspected for grade, size, number, spacing and placement per details A/S2.2 and A/S1.2. Final inspection 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0058 Service Date: 03/27/18 Report Date: 04/02/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clouds Monitored and tested placement of (10) cubic yards of Miles Sand & Gravel concrete mix 025003P at alignment pit slabs, grids E to G/10 to 11, catch basin, grid 9.2/A to B.8 and light pole bases on top level. The concrete was placed via buggy and mechanically consolidated. Reinforcing steel was inspected prior to placement and found to be installed according to contract documents. One (1) set of (4) 4x8" cylinders was cast 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.: Carl Reynolds Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates, Inc., Craig (1) Foushee & Associates, Inc., Reviewed By: Miller Jeremy Webb (1) Foushee & Associates, Inc., Paul (1) Mayes Testing Engineers, Inc, Robert Gardner Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0058A Service Date: 03/27/18 Report Date: 04/04/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 3,000 psi @ 28 days Mix ID: 025003P Supplier: Miles Sand and Gravel Batch Time: 0700 Plant: Truck No.: C115 Ticket No.: 103432 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 65 44 Set Specimen Avg Diam. No. ID (in) 1 a 3.98 1 b 4.00 1 c 4.00 1 d 4.00 Initial Cure: Inside Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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 12.44 03/28/18 04/03/18 12.57 03/28/18 04/24/18 12.57 03/28/18 04/24/18 12.57 03/28/18 04/24/18 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 03/27/18 Sample Time: Carl Reynolds Clouds 10 Batch Size (cy): 10 Buggy Alignment pit slabs, grids E to G/10 to 11, catch basin, grid line 9.2/A to B.8, and light pole bases. Age at Maximum Test Load (days) (lbs) 7 43,410 28 28 28 Compressive Strength Fracture (psi) Type 3,490 2 Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates, Inc., Craig Miller (1) Foushee & Associates, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0058A alre«aconCO =A" Service Date: 03/27/18 20225 Cedar Valley Rd Ste 110 Report Date: 04/25/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Sample Date: 03/27/18 Sample Time: Sampled By: Carl Reynolds Mix ID: 025003P Weather Conditions: Clouds Supplier: Miles Sand and Gravel Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 0700 Plant: Placement Method: Buggy Truck No.: C115 Ticket No.: 103432 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Alignment pit slabs, grids E to G/10 Slump (in): 5 to 11, catch basin, grid line 9.2/A to Air Content (%): B.8, and light pole bases. Concrete Temp. (F): 65 Ambient Temp. (F): 44 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 03/28/18 04/03/18 7 43,410 3,490 2 1 b 4.00 12.57 03/28/18 04/24/18 28 63,280 5,040 2 ARC 1 c 4.00 12.57 03/28/18 04/24/18 28 65,390 5,200 2 ARC 1 d 3.97 12.38 03/28/18 04/24/18 28 61,620 4,980 2 ARC Average (28 days) 5,070 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0059 Service Date: 04/06/18 Report Date: 04/19/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Overcast Reinforcing steel was inspected for slabs -on -grade and topping slabs, grids 12 to 8/A to H and 1 to 5/E to H, and at a trench drain, grid H/5 to 6.5. Reinforcing was found to be per the approved plans and specifications. A final inspection for clearances and cleanliness should be made just 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0060A Service Date: 04/12/18 Report Date: 04/23/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Sand & Gravel Batch Time: 0713 Plant: Truck No.: C184 Ticket No.: 104089 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 1/2 No. ID (in) 1 A 3.99 1 B 4.00 1 C 4.00 1 D 4.00 Initial Cure: Inside 67 40 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 04/12/18 Sample Time: 0810 Sampled By: Asteway Kidane Weather Conditions: Cloudy 40's Accumulative Yards: 50 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 30 Water Added After (gal): Sample Location: Placement Location: Slab -on -grade and topping slabs, grids12 to 8/A to H, 1 to 5/E to H and at a trench drain, H line/ 5 to 6.5. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.5 04/16/18 04/19/18 7 69,290 12.57 04/16/18 05/10/18 28 12.57 04/16/18 05/10/18 28 12.57 04/16/18 05/10/18 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala Compressive Strength Fracture Tested (psi) Type By 5,540 2 ARC 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0060A Service Date: 04/12/18 Report Date: 04/23/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Sand & Gravel Batch Time: 1024 Plant: Truck No.: C185 Ticket No.: 104130 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 7 No. ID (in) 2 A 3.98 2 B 4.00 2 C 4.00 2 D 4.00 Initial Cure: Inside 68 46 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 04/12/18 Sample Time: 1120 Sampled By: Asteway Kidane Weather Conditions: Cloudy 40's Accumulative Yards: 190 Batch Size (cy): 10 Placement Method: Pump Water Added Before (gal): 25 Water Added After (gal): Sample Location: Placement Location: Slab -on -grade and topping slabs, grids 12 to 8/A to H, 1 to 5/E to H and at a trench drain, H line/5 to 6.5. Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 04/16/18 04/19/18 7 59,440 12.57 04/16/18 05/10/18 28 12.57 04/16/18 05/10/18 28 12.57 04/16/18 05/10/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Compressive Strength Fracture Tested (psi) Type By 4,780 2 ARC Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, xev.6 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0060A alre«acon CO"A" Service Date: 04/12/18 20225 Cedar Valley Rd Ste 110 Report Date: 05/11/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/12/18 Sample Time: 0810 Sampled By: Asteway Kidane Mix ID: 07450GF Weather Conditions: Cloudy 40's Supplier: Miles Sand & Gravel Accumulative Yards: 50 Batch Size (cy): 10 Batch Time: 0713 Plant: Placement Method: Pump Truck No.: C184 Ticket No.: 104089 Water Added Before (gal): 30 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab -on -grade and topping slabs, Slump (in): 6 1/2 grids12 to 8/A to H, 1 to 5/E to H and Air Content (%): at a trench drain, H line/ 5 to 6.5. Concrete Temp. (F): 67 Ambient Temp. (F): 40 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 04/16/18 04/19/18 7 69,290 5,540 2 ARC 1 B 3.98 12.44 04/16/18 05/10/18 28 93,440 7,510 5 KWB 1 C 3.98 12.44 04/16/18 05/10/18 28 90,490 7,270 5 KWB 1 D 3.98 12.44 04/16/18 05/10/18 28 93,310 7,500 6 KWB Average (28 days) 7,430 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0060A alre«acon CO"A" Service Date: 04/12/18 20225 Cedar Valley Rd Ste 110 Report Date: 05/11/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/12/18 Sample Time: 1120 Sampled By: Asteway Kidane Mix ID: 07450GF Weather Conditions: Cloudy 40's Supplier: Miles Sand & Gravel Accumulative Yards: 190 Batch Size (cy): 10 Batch Time: 1024 Plant: Placement Method: Pump Truck No.: C185 Ticket No.: 104130 Water Added Before (gal): 25 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab -on -grade and topping slabs, grids Slump (in): 7 12 to 8/A to H, 1 to 5/E to H and at a Air Content (%): trench drain, H line/5 to 6.5. Concrete Temp. (F): 68 Ambient Temp. (F): 46 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 04/16/18 04/19/18 7 59,440 4,780 2 ARC 2 B 3.98 12.44 04/16/18 05/10/18 28 80,720 6,490 5 KWB 2 C 3.99 12.5 04/16/18 05/10/18 28 81,770 6,540 2 KWB 2 D 3.99 12.5 04/16/18 05/10/18 28 83,000 6,640 2 KWB Average (28 days) 6,560 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0061 Service Date: 04/17/18 Report Date: 04/23/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny, 40's Topping Slab Placement Observed placement of topping slab between grid lines G.9 and B.9 from 12 to 11. A total of (126) cubic yards of Miles Sand & Gravel concrete mix 07450GF was placed via pump with mechanical consolidation. Reinforcing steel was inspected for clearance and cleanliness prior to concrete placement, and was found to be per the specification requirements. A set of (4) 4x8" cylinders was cast 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Robert Gardner Paul Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0061A Service Date: 04/17/18 Report Date: 04/25/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: Miles Sand & Gravel Batch Time: 0707 Plant: Truck No.: C013 Ticket No.: 104278 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: Inside Result Specification 7 69 44 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information Sample Date: 04/17/18 Sample Time: 0820 Sampled By: Asteway Kidane Weather Conditions: Sunny 40's Accumulative Yards: 50 Batch Size (cy): 10 Placement Method: Water Added Before (gal): 50 Water Added After (gal): Sample Location: Placement Location: Topping slab between grid lines G.9 and B.9 from grids 12 to 11 Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.44 04/19/18 04/24/18 7 56,820 04/19/18 05/15/18 28 04/19/18 05/15/18 28 04/19/18 05/15/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Compressive Strength Fracture Tested (psi) Type By 4,570 2 ARC Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0061A alre«aconCO =A" Service Date: 04/17/18 20225 Cedar Valley Rd Ste 110 Report Date: 05/16/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/17/18 Sample Time: 0820 Sampled By: Asteway Kidane Mix ID: 07450GF Weather Conditions: Sunny 40's Supplier: Miles Sand & Gravel Accumulative Yards: 50 Batch Size (cy): 10 Batch Time: 0707 Plant: Placement Method: Truck No.: C013 Ticket No.: 104278 Water Added Before (gal): 50 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Topping slab between grid lines G.9 Slump (in): 7 and B.9 from grids 12 to 11 Air Content (%): Concrete Temp. (F): 69 Ambient Temp. (F): 44 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 04/19/18 04/24/18 7 56,820 4,570 2 ARC 1 2 3.99 12.5 04/19/18 05/15/18 28 74,140 5,930 2 KWB 1 3 3.99 12.5 04/19/18 05/15/18 28 73,940 5,910 2 KWB 1 4 3.99 12.5 04/19/18 05/15/18 28 75,430 6,030 2 KWB Average (28 days) 5,960 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0062 Service Date: 04/23/18 Report Date: 04/27/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear Inspected the reinforcing steel installation on slab -on -grade for the area located on grids lines 5 to 7.5/A to H. The reinforcing steel was inspected for size, grade, lap length and clearances per approved plans. Note (preliminary): Chairs need to be placed to keep the reinforcing steel at the middle of the slab. PRELIMINARY INSPECTION Preliminary for the note above. Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Anas Mandi Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0063 Service Date: 04/25/18 Report Date: 04/30/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (8) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny, 50's Observed placement of the slab -on -grade between grid lines A to H and 8 to 5. A total of (212) cubic yards of Miles Sand & Gravel concrete mix 07450GF was placed via pump with mechanical consolidation. Reinforcing steel was previously inspected and found to conform to approved plans. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Robert Gardner Paul Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0063A Service Date: 04/25/18 Report Date: 05/03/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: MIiles Sand & Gravel Batch Time: 0716 Plant: Truck No.: C082 Ticket No.: 104745 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 7 1/2 Set Specimen Avg Diam. No. ID (in) 1 1 3.98 1 2 1 3 1 4 Initial Cure: Inside 73 52 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information 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 04/26/18 05/02/18 7 58,860 04/26/18 05/23/18 28 04/26/18 05/23/18 28 04/26/18 05/23/18 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 04/25/18 Sample Time: 0825 Asteway Kidane Sunny, 50's 60 Batch Size (cy): 10 Pump 15 Slab -on -grade between grid lines A to Hand 8to5 Compressive Strength Fracture Tested (psi) Type By 4,730 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. CR000l, 11-16-12, Rev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0063A Service Date: 04/25/18 Report Date: 05/03/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 07450GF Supplier: MIiles Sand & Gravel Batch Time: 0956 Plant: Truck No.: C062 Ticket No.: 104768 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 3.99 2 2 2 3 2 4 Initial Cure: Inside Result Specification 8 70 52 Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2016-1684 Sample Information 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 04/26/18 05/02/18 7 62,700 04/26/18 05/23/18 28 04/26/18 05/23/18 28 04/26/18 05/23/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 04/25/18 Sample Time: 1045 Asteway Kidane Sunny, 50's 179.5 Batch Size (cy): 10 Pump 19 Slab -on -grade between grid lines A to Hand 8to5 Compressive Strength Fracture Tested (psi) Type By 5,010 2 HRB Mayes Testing Engineers Rep.: Asteway Kidane Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0063A alre«acon CO"A" Service Date: 04/25/18 20225 Cedar Valley Rd Ste 110 Report Date: 05/24/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2016-1684 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/25/18 Sample Time: 0825 Sampled By: Asteway Kidane Mix ID: 07450GF Weather Conditions: Sunny, 50's Supplier: MIiles Sand & Gravel Accumulative Yards: 60 Batch Size (cy): 10 Batch Time: 0716 Plant: Placement Method: Pump Truck No.: C082 Ticket No.: 104745 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab -on -grade between grid lines A to Slump (in): 7 1/2 H from 8 to 5 Air Content (%): Concrete Temp. (F): 73 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 1 1 3.98 12.44 04/26/18 05/02/18 7 58,860 4,730 2 HRB 1 2 3.99 12.5 04/26/18 05/23/18 28 82,420 6,590 2 ARC 1 3 3.99 12.5 04/26/18 05/23/18 28 82,040 6,560 2 ARC 1 4 3.99 12.5 04/26/18 05/23/18 28 81,640 6,530 2 ARC Average (28 days) 6,560 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0063A alre«acon CO"A" Service Date: 04/25/18 20225 Cedar Valley Rd Ste 110 Report Date: 05/24/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2016-1684 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/25/18 Sample Time: 1045 Sampled By: Asteway Kidane Mix ID: 07450GF Weather Conditions: Sunny, 50's Supplier: MIiles Sand & Gravel Accumulative Yards: 179.5 Batch Size (cy): 10 Batch Time: 0956 Plant: Placement Method: Pump Truck No.: C062 Ticket No.: 104768 Water Added Before (gal): 19 Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: Slab -on -grade between grid lines A to Slump (in): 8 H from 8 to 5 Air Content (%): Concrete Temp. (F): 70 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 2 1 3.99 12.5 04/26/18 05/02/18 7 62,700 5,010 2 HRB 2 2 3.99 12.5 04/26/18 05/23/18 28 78,400 6,270 2 ARC 2 3 3.98 12.44 04/26/18 05/23/18 28 81,720 6,570 2 ARC 2 4 3.99 12.5 04/26/18 05/23/18 28 76,520 6,120 2 ARC Average (28 days) 6,320 Initial Cure: Inside 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 2 of 2 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0064 Service Date: 05/07/18 Report Date: 05/14/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear Visually inspected weldments on Stair 206, 228, 119, 225 and 230. Welding completed by WABO certified welders and conformed to AWS D1.1 visual acceptance criteria and contract documents. 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: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0065 Service Date: 05/18/18 Report Date: 05/25/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG-2017-0493 Samples: (16) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Cloudy Performed final reinforcing steel inspection for the Level 2 Parking topping slab and ramp. Verified the reinforcing steel was placed per the approved contract document details C and H/S4.1, RFI-158, and specifications. Observed the placement of approximately (325) cubic yards of Miles Sand & Gravel concrete mix 12600AFG for the Level 2 Parking topping slab and ramp. The concrete was placed via concrete pump truck and mechanically vibrated for consolidation. Samples were taken and (4) sets of (4) 4x8" cylinders were cast for compressive strength testing (5000 psi at 28 days required). Air content tests were performed, all passing: Set 1- 4.9%, Set 2- 5.9%, Set 3- 6%, and Set 4- 6.2%. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Additional Inspector on site: Zachary Mamlock Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Robert Gardner Paul Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006513 alre«acon CO"A" Service Date: 05/18/18 20225 Cedar Valley Rd Ste 110 Report Date: 06/19/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/18/18 Sample Time: 0600 Sampled By: Randal Dohrman Mix ID: 12600AFG Weather Conditions: Cloudy Supplier: Miles Sand & Gravel Accumulative Yards: 10.5 Batch Size (cy): 10.5 Batch Time: 0500 Plant: 125 Placement Method: Pump Truck No.: C115 Ticket No.: 207034 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: truck chute Test Result Specification Placement Location: Level 2 parking slab and ramp Slump (in): 5 1/2 4 - 7 Air Content (%): 4.9 3-7 Concrete Temp. (F): 65 55 - 85 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 1 1 3.99 12.5 05/22/18 05/25/18 7 57,800 4,620 2 ARC 1 2 3.97 12.38 05/22/18 06/15/18 28 74,860 6,050 3 ZSR 1 3 3.98 12.44 05/22/18 06/15/18 28 77,300 6,210 3 ZSR 1 4 3.97 12.38 05/22/18 06/15/18 28 83,930 6,780 3 ZSR Average (28 days) 6,350 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. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Randal Dohrman Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006513 alre«acon CO"A" Service Date: 05/18/18 20225 Cedar Valley Rd Ste 110 Report Date: 06/19/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/18/18 Sample Time: 0700 Sampled By: Randal Dohrman Mix ID: 12600AFG Weather Conditions: Cloudy Supplier: Miles Sand & Gravel Accumulative Yards: 94.5 Batch Size (cy): 10.5 Batch Time: 0600 Plant: 125 Placement Method: Pump Truck No.: C013 Ticket No.: 207042 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: truck chute Test Result Specification Placement Location: Level 2 parking slab and ramp Slump (in): 5 1/4 4 - 7 Air Content (%): 5.2 3-7 Concrete Temp. (F): 67 55 - 85 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 2 1 3.99 12.5 05/22/18 05/25/18 7 61,150 4,890 2 ARC 2 2 3.98 12.44 05/22/18 06/15/18 28 77,530 6,230 5 ZSR 2 3 3.98 12.44 05/22/18 06/15/18 28 81,820 6,580 3 ZSR 2 4 3.98 12.44 05/22/18 06/15/18 28 83,120 6,680 3 ZSR Average (28 days) 6,500 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006513 alre«acon CO"A" Service Date: 05/18/18 20225 Cedar Valley Rd Ste 110 Report Date: 06/19/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/18/18 Sample Time: 0800 Sampled By: Randal Dohrman Mix ID: 12600AFG Weather Conditions: Cloudy Supplier: Miles Sand & Gravel Accumulative Yards: 199.5 Batch Size (cy): 10.5 Batch Time: 0700 Plant: 125 Placement Method: Pump Truck No.: C146 Ticket No.: 207052 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: truck chute Test Result Specification Placement Location: Level 2 parking slab and ramp Slump (in): 6 1/4 4 - 7 Air Content (%): 5.9 3-7 Concrete Temp. (F): 66 55 - 85 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 3 1 3.98 12.44 05/22/18 05/25/18 7 60,780 4,890 2 ARC 3 2 3.98 12.44 05/22/18 06/15/18 28 78,680 6,320 2 ZSR 3 3 3.98 12.44 05/22/18 06/15/18 28 71,080 5,710 3 ZSR 3 4 3.98 12.44 05/22/18 06/15/18 28 71,420 5,740 3 ZSR Average (28 days) 5,930 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006513 alre«acon CO"A" Service Date: 05/18/18 20225 Cedar Valley Rd Ste 110 Report Date: 06/19/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 5,000 psi @ 28 days Sample Date: 05/18/18 Sample Time: 0900 Sampled By: Randal Dohrman Mix ID: 12600AFG Weather Conditions: Cloudy Supplier: Miles Sand & Gravel Accumulative Yards: 290 Batch Size (cy): 10.5 Batch Time: 0800 Plant: 125 Placement Method: Pump Truck No.: C013 Ticket No.: 207064 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: truck chute Test Result Specification Placement Location: Level 2 parking slab and ramp Slump (in): 6 4 - 7 Air Content (%): 6.1 3-7 Concrete Temp. (F): 67 55 - 85 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 4 1 3.98 12.44 05/22/18 05/25/18 7 61,030 4,910 2 ARC 4 2 3.98 12.44 05/22/18 06/15/18 28 73,760 5,930 3 ZSR 4 3 3.98 12.44 05/22/18 06/15/18 28 73,440 5,900 3 ZSR 4 4 3.97 12.38 05/22/18 06/15/18 28 75,960 6,140 3 ZSR Average (28 days) 5,990 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: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 4 of 4 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0066 Service Date: 06/06/18 Report Date: 06/13/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear Monitored and tested placement of (50) cubic yards of Miles Sand & Gravel concrete mix 025503P at SE portal footing and dumpster enclosure footing. The concrete was placed via tailgate and mechanically consolidated. Reinforcing steel was inspected prior to placement and found to be installed per details D and 4/S2.3 and notes on S2.0. One set of (4) 4x8" cylinders was cast 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.: Carl Reynolds Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Robert Gardner Paul Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171461.0066A Service Date: 06/06/18 Report Date: 06/14/18 Task: Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 025503P Supplier: Miles Sand and Gravel Batch Time: 1230 Plant: Truck No.: C058 Ticket No.: 106564 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 70 62 Set Specimen Avg Diam. No. ID (in) _ 1 a 3.97 1 b 1 c 1 d Initial Cure: Outside Plastic Lids Project - M7171461 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Permit No.: BLD2017-0493 Sample Information 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) 12.38 06/07/18 06/13/18 7 43,680 06/07/18 07/04/18 28 06/07/18 07/04/18 28 06/07/18 07/04/18 28 Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers Services: Special Inspections / Materials Testing 06/06/18 Sample Time: Carl Reynolds Clear 50 Batch Size (cy): 10 Chute SE Portal footing and dumpster enclosure footing Compressive Strength Fracture Tested (psi) Type By 3,530 2 HRB Mayes Testing Engineers Rep.: Carl Reynolds Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.0066A alre«acon CO"A" Service Date: 06/06/18 20225 Cedar Valley Rd Ste 110 Report Date: 07/05/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0493 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 06/06/18 Sample Time: Sampled By: Carl Reynolds Mix ID: 025503P Weather Conditions: Clear Supplier: Miles Sand and Gravel Accumulative Yards: 50 Batch Size (cy): 10 Batch Time: 1230 Plant: Placement Method: Chute Truck No.: C058 Ticket No.: 106564 Water Added Before (gal): Field Test Data Water Added After (gal): Sample Location: Test Result Specification Placement Location: SE Portal footing and dumpster Slump (in): 5 enclosure footing. Air Content (%): Concrete Temp. (F): 70 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 3.97 12.38 06/07/18 06/13/18 7 43,680 3,530 2 HRB 1 b 3.99 12.5 06/07/18 07/04/18 28 53,840 4,310 5 KJP 1 c 3.99 12.5 06/07/18 07/04/18 28 55,400 4,430 5 KJP 1 d 3.99 12.5 06/07/18 07/04/18 28 55,150 4,410 5 KJP Average (28 days) 4,380 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.: Carl Reynolds Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson Reviewed By: (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb Robert Gardner (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz Senior Project Field Manager (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. CR000l, 11-16-12, Rev.6 Page 1 of 1 STRUCTURAL STEEL OBSERVATIONS REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0067 Service Date: 06/18/18 Report Date: 06/21 /18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Sunny Inspected the welding of trash enclosure tilt -up wall panels #100, 101 and 012. Found welding per typical panel weld details and welds were visually acceptable per AWS D1.1 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.: Michael Mattox Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0068A Service Date: 06/21/18 Report Date: 06/27/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLD2017-0597 (Exterior Sign) Samples: (4) 4x8" cylinders 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Overcast On site for reinforcing steel and concrete inspection for the (2) subject exterior sign foundations at approximate grid lines A to B/1 to 1.5. Verified reinforcing steel for grade, size, spacing, clearance and placement per detail D/S2.3. Verified threaded rod anchor bolt diameter and placement per detail D/S2.3. Approximately (23) cubic yards of Miles Sand & Gravel mix 0260A6P concrete was placed for the (2) foundations (required 3500 psi compressive strength and 5.5% air entrainment). The concrete was placed via pump truck and was mechanically consolidated. Sampled the concrete and cast (4) 4x8" cylinders for compressive strength testing. Concrete was tested as shown below: Slump Air Concrete Ambient Load Size Temperature Temperature 4-1/2" 4.0% 70OF 650F 10.5 cubic yards Additionally, as requested by Foushee, we observed the precast trash enclosure exterior embed plate welds along the bottom of the enclosure were covered (for weather protection) with hand packed non -shrink grout per detail 100/S6.5. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Additional Inspector on site: Stuart Carter Services: Special Inspections / Materials Testing Mayes Testing Engineers Rep.: Troy Salas Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Robert Gardner Paul Wasell Todd Wirtz (1) Miles Sand & Gravel, Michael (1) PSM Consulting Engineers, Muni Senior Project Field Manager Craiq Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006813 alre«acon CO"A" Service Date: 06/21/18 20225 Cedar Valley Rd Ste 110 Report Date: 06/29/18 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0597 (Exterior Sign) Material Information Sample Information Specified Strength: 3,500 psi @ 28 days Mix ID: 0260A6P Supplier: Miles Sand & Gravel Batch Time: 0939 Plant: Everett plant Truck No.: C013 Ticket No.: 208446 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 4 1/2 4.0 70 65 Set Specimen Avg Diam. No. ID (in) 1 1 3.99 1 2 1 3 1 4 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) 12.5 06/22/18 06/28/18 7 45,650 06/22/18 07/19/18 28 06/22/18 07/19/18 28 06/22/18 07/19/18 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.: Troy Salas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 06/21/18 Sample Time: 1140 Troy Salas Overcast 10.5 Batch Size (cy): 10.5 Pump 15 Truck chute Exterior signage foundations Compressive Strength Fracture Tested (psi) Type By 3,650 5 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. CR000l, 11-16-12, Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT MAYES TESTING ENGINEERS Report Number: M7171461.006813 alre«acon CO"A" Service Date: 06/21/18 20225 Cedar Valley Rd Ste 110 Report Date: 07/20/18 Revision 1 - 28-day results Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7171461 Magic Toyota Magic Toyota Facility Replacement Edmonds Attn: Peter Chung 21300 Highway 99 20910 Highway 99 Edmonds, WA Lynnwood, WA 98036 Permit No.: BLD2017-0597 (Exterior Sign) Material Information Sample Information Specified Strength: 3,500 psi @ 28 days Sample Date: 06/21/18 Sample Time: 1140 Sampled By: Troy Salas Mix ID: 0260A6P Weather Conditions: Overcast Supplier: Miles Sand & Gravel Accumulative Yards: 10.5 Batch Size (cy): 10.5 Batch Time: 0939 Plant: Everett plant Placement Method: Pump Truck No.: C013 Ticket No.: 208446 Water Added Before (gal): 15 Field Test Data Water Added After (gal): Sample Location: Truck chute Test Result Specification Placement Location: Exterior signage foundations. Slump (in): 4 1/2 Air Content (%): 4.0 Concrete Temp. (F): 70 Ambient Temp. (F): 65 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 06/22/18 06/28/18 7 45,650 3,650 5 HRB 1 2 3.98 12.44 06/22/18 07/19/18 28 62,830 5,050 3 HRB 1 3 3.97 12.38 06/22/18 07/19/18 28 57,270 4,630 2 HRB 1 4 3.98 12.44 06/22/18 07/19/18 28 61,550 4,950 2 HRB Average (28 days) 4,870 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.: Troy Salas Reported To: Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., Craig Miller (1) Foushee & Associates Co, Inc., Jeremy Webb (1) Foushee & Associates Co, Inc., Paul Wasell (1) Mayes Testing Engineers, Inc, Todd Wirtz (1) Miles Sand & Gravel, Michael Craig (1) PSM Consulting Engineers, Muni Vimawala 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. Cx000l, 11-16-12, xev.6 Page 1 of 1 WELDING OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0069 Service Date: 07/23/18 Report Date: 07/26/18 Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG-2017-0493 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear On site for structural steel welding inspection in accordance with AWS D1.1 specifications. Inspected (4) outrigger connections of HSS 4x4 tube steel per detail A sheet 300 drawing. Welding inspected per detail C-C of sheet 300, RFI-2 and email dated 07/11/18 by Muni Vimawala with PSM Consulting Engineers. Plates have been extended and welded per plans. Stability kickers installed and welded per plans. Front entry sign welding found acceptable. 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.: Mark Vassallo Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: � Craiq Miller Jeremy Webb (1) Foushee &Associates Co, Inc., (1) Mayes Testing Engineers, Inc, Timothy G. Beekerle, PE Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Principal Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1 WELDING OBSERVATION REPORT MAYES TESTING ENGINEERS nlrerracan cmernxv Report Number: M7171461.0069 Service Date: 07/23/18 Report Date: 08/29/18 Revision 1 - Permit Number Client Magic Toyota Attn: Peter Chung 20910 Highway 99 Lynnwood, WA 98036 Permit No.: BLDG-2016-1684 Samples: N/A 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Project Magic Toyota Facility Replacement Edmonds 21300 Highway 99 Edmonds, WA Project No. Weather: M7171461 Clear On site for structural steel welding inspection in accordance with AWS D1.1 specifications. Inspected (4) outrigger connections of HSS 4x4 tube steel per detail A sheet 300 drawing. Welding inspected per detail C-C of sheet 300, RFI-2 and email dated 07/11/18 by Muni Vimawala with PSM Consulting Engineers. Plates have been extended and welded per plans. Stability kickers installed and welded per plans. Front entry sign welding found acceptable. 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.: Mark Vassallo Reported to: Foushee & Associates, Inc. Contractor: Foushee & Associates, Inc. Report Distribution: (1) Magic Toyota, Peter Chung (1) City of Edmonds WA, Milton Thompson (1) Foushee & Associates Co, Inc., (1) Foushee & Associates Co, Inc., Reviewed By: Craiq Miller Jeremy Webb (1) Foushee & Associates Co, Inc., (1) Mayes Testing Engineers, Inc, ?EpRobert Gardner Paul Wasell Todd Wirtz (1) PSM Consulting Engineers, Muni Senior Project Field Manager Vimawala 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. CT000t, 10-16-13, Rev.lo Page 1 of 1