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Post Office Phase 2 Special Inspections CombinedD C I En s i n E E R S DATE: PROJECT: LOCATION: GENERAL CONTRACTOR: PRESENT: January 24, 2018 JOB #: Edmonds Mixed Use Building WEATHER: 201 Main Street, Edmonds, WA 98020 Edmonds 2020 LLC field report 14081-0137.00 Cold, Overcast, Some Rain Danielle Jacobs and Kyle Montzheimer (DCI), Ivan Nelson (Edmonds 2020 LLC), Tuven Tran (Krazan) DCI was on site Wednesday, January 24, 2018 to provide structural observation for the work in progress of the Level 1 P-T Slab. DCI walked the site with Ivan Nelson of Edmonds 2020 LLC, and Tuyen Tran of Krazan. The slab is scheduled to be poured Monday, January 29, 2018. The list below shall be completed and confirmed by the special inspector prior to the concrete pour. 1. The distributed tendons between Grids A & F near Grid 6.2 were chaired incorrectly between the highpoint at Grid 6 and mid -point at Grid 6.5. Verify that the chairs are rotated to provide a gradual parabolic slope to low point at Grid 7. 2. The concrete columns at Grids E/2 and B/4 had greater than '/2" overpour. Chip down concrete to achieve max'/2" overpour per 12/S3.01. 3. In multiple locations tendons were swept at or greater than 6:1 and hairpins were not yet installed. This was specifically observed at the banded tendon runs located at Grids B- C.5/5.5 & 6, E.5/1.5, and E.5/2. At these location, ensure tendons with sweeps greater than 6:1 have hairpins per 3/S5.01. 4. Near 1-2, there were sleeves within the tendon anchorage zone. Provide steel sleeves per 7/S5.02. 5. Near 1/1.8 and H.2/1.8, provide trim reinforcing around the groups of sleeves per 8/S5.02. At H.2/1.8, also provide #4 or #5 T&B parallel with the P-T tendons running between the (2) sleeves. 818 Stewart Street, Suite 1000I Seattle, Washington, 98101 Phone (206) 332-1900 S e r v i c e I n n❑ v a t i o n V a I u e field report Page 6. At Grid G/2, the distributed tendons were too high over the column and did not have (2) minimum tendons running directly over the column per 12/S5.01. Shift minimum of (2) tendons directly over the column and route them below the banded tendons here to maintain 1"minimum concrete cover above. 7. At Grids D/2 and F/2, there were sleeves located between the stud rails at the columns. Please relocate the sleeve so (2) tendons can run directly over the column per 12/S5.01. 8. At C/1, the stud rails on the north side of the column were falling over. Straighten and secure to form prior to pour. 9. Near Grid C.8/4, there was an extra banded tendon head installed on the form. Remove prior to pour. field report Page 3 10. Near Grid C.5/4 there was a MEP sleeve adjacent to sweeping banded tendons. Either relocate the sleeve or provide a steel sleeve, hairpins around the tendons, and minimum 2" clear between the sleeve and tendons. 11. At the stair landing, provide #5T&B @ 12" oc. Provide dowels with standard hooks at the slab edge. Provide #5 T&B slab edge reinforcing per 10/S5.02. 12. At the northwest corner of the elevator, the tendons were sweeping too close to the slab edge/opening. Shift these over to maintain 3" clear minimum per 12/S5.02 and provide hairpins at the corner. Miscellaneous: 13. Verify slab is clear of debris prior to pour this was not complete at time of walk. 14. Ensure all electrical and plumbing ducts follow detail 4/S5.02. 15. At columns which do not align (column below slab is rotated in comparison to the column above the slab), #5 dowels should be used to spice steel which does not align in the column above. See red lines indicating the #5 dowels in the image below: w c� rn CQNC SLAB & REINF PER PLAN OL T/SLAB IF PER PLAN P , J N U field report Page 4 CQNC COL & REINF PER COL SCHED DOWELS W/ STD HOOK PER COL SCHED DOWELS W/ STD HOOK PER COL SCHED DOWELS PER COL SCHED CQNC COL & REINF PER COL SCHED This report is based on limited visual observations of structural components for general conformance to the approved construction documents prepared by DCL There is no claim, either stated or implied that all conditions were observed or analytically evaluated. These observations should not be construed as a quality control inspection, nor shall anything herein be deemed to relieve the contactor from its obligations under the contract documents and all applicable codes. Observed deficiencies or variations from the approved contract documents have been noted above. The contractor and/or special inspector shall provide documentation and written verification of acceptable corrective action(s). D C I EnsiInEERS DATE: PROJECT: LOCATION: GENERAL CONTRACTOR: PRESENT: March 30, 2018 JOB #: Edmonds Mixed Use Building WEATHER: 201 Main Street, Edmonds, WA 98020 Edmonds 2020 LLC field report 14081-0137.00 Cloudy Danielle Jacobs and Kyle Montzheimer and Megan McDonald (DCI), Ivan Nelson (Edmonds 2020 LLC), Jerry (Krazan) DCI was on site Friday, March 30, 2018 to provide structural observation for the work in progress of the Level 2 P-T Slab. DCI walked the site with Ivan Nelson of Edmonds 2020 LLC, and Jerry of Krazan. The slab is scheduled to be poured Thursday, April 12, 2018. The list below shall be completed and confirmed by the special inspector prior to the concrete pour. 1. Add steel sleeves around MEP penetrations occurring within a group of sweeping tendons. This was observed at Grid 4.2 and Grid C.8. 2. Add hairpins at sweeping tendons per detail 3/S5.01. This was observed at Grids C.2 and 2.5, Grids C.2 and 5.5, Grids C.2 and 6, Grids D.2 and 6.8, Grids F.8 and 6.8, Grids H.2 and 2.2. 3. Verify all conduit is properly chaired and secured prior to pour. Verify 1" min clear between conduit and all P-T tendons. 4. The rebar between Grids 5-7 and I -A' was not installed at time of P-T walk. Verify this is installed prior to pour. 5. Column dowels were being installed during P-T walk. Verify installed prior to pour. 818 Stewart Street, Suite 1000I Seattle, Washington, 98101 Phone (206) 332-1900 S e r v i c e I n n❑ v a t i o n V a I u e field report Page 2 6. Add hairpins at tendon anchorage for group of 6 tendon at Grid G and 1.5. 1 7. Add hairpins at tendon anchorage for distributed tendons adjacent to banded at Grid A.5 and 1.5. 8. 9. Add diagonal reinforcement bars at reentrant corners per detail 10/S5.02. Between Grid lines 3-4 and A-B bottom mat reinforcement was not installed yet during the P-T site walk. Verify installed prior to pour. field report Page 3 10. At Grids B and 2.5, there was one sleeve located between the stud rails at the column, forcing the stud rail to skew. Relocate the sleeve. 11. Near Grid C.8 and 4.2 there were several MEP sleeves adjacent to sweeping banded tendons. Either relocate the sleeves or provide steel sleeves, hairpins around the tendons, and minimum 2" clear between the sleeve and tendons. 12. At the stair landing, provide #5T&B @ 12" oc. Provide dowels with standard hooks at the slab edge. Provide #5 T&B slab edge reinforcing per 10/S5.02. 13. At Grids G and 4.5, and Grid G.5 and 4.5, more than one sleeve was provided in the stud rail zone (as allowed by 11/S5.03). DCI will review. field report Page 2 Miscellaneous: 14. Verify slab is clear of debris prior to pour this was not complete at time of walk. 15. Ensure all electrical and plumbing ducts follow detail 4/S5.02. This report is based on limited visual observations of structural components for general conformance to the approved construction documents prepared by DCL There is no claim, either stated or implied that all conditions were observed or analytically evaluated. These observations should not be construed as a quality control inspection, nor shall anything herein be deemed to relieve the contactor from its obligations under the contract documents and all applicable codes. Observed deficiencies or variations from the approved contract documents have been noted above. The contractor and/or special inspector shall provide documentation and written verification of acceptable corrective action(s). D C I E n G I n E E R S DATE: PROJECT: LOCATION: GENERAL CONTRACTOR: PRESENT: May 23, 2018 JOB #: Edmonds Mixed Use Building WEATHER: 201 Main Street, Edmonds, WA 98020 Edmonds 2020 LLC field report 14081-0137.00 Sunnv Danielle Jacobs and Megan McDonald (DCI), Ivan Nelson _(Edmonds 2020 LLC), Taylor (Krazan) DCI was on site Wednesday, May 23, 2018 to provide structural observation for the work in progress of the Level 3 P-T Slab. DCI walked the site with Ivan Nelson of Edmonds 2020 LLC, and Taylor of Krazan. The slab is scheduled to be poured Friday, May 25, 2018. The list below shall be completed and confirmed by the special inspector prior to the concrete pour. 1. Install #4 nosing bar top at perimeter where wood shear wall is above. 2. Install hairpins per 3/S5.01 at tendon sweeps around plumbing cans as noted on site. 3. Provide hairpins at all sweeps greater than 1:6 per 3/S5.01 and where noted on site. 4. Provide trim reinforcement per 11/S5.02 for all groups of (5) or more sleeves. Miscellaneous: 5. Verify slab is clear of debris prior to pour this was not complete at time of walk. 6. Ensure all stud rails are tied and secured prior to pour. 7. Ensure all electrical and plumbing ducts follow detail 4/S5.02. This report is based on limited visual observations of structural components for general conformance to the approved construction documents prepared by DCI. There is no claim, either stated or implied that all conditions were observed or analytically evaluated. These observations should not be construed as a quality control inspection, nor shall anything herein be deemed to relieve the contactor from its obligations under the contract documents and all applicable codes. Observed deficiencies or variations from the approved contract documents have been noted above. The contractor and/or special inspector shall provide documentation and written verification of acceptable corrective action(s). 818 Stewart Street, Suite 10001 Seattle, Washington, 98101 Phone (206) 332-1900 S e r v i c e I n n❑ v a t i o n V a I u e CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: M7171248.1033A Service Date: 01/26/18 Report Date: 02/05/18 Task: Client Edmonds School District #15 Attn: Julie Martin 20420 68th Avenue West Lynnwood, WA 98036 Material Information Specified Strength: 4,000 psi @ 28 days Mix ID: 40TR435 Supplier: Cadman Batch Time: 0617 Plant: Monroe Truck No.: 358 Ticket No.: 460032 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 7 1/4 54 38 Project - M7171248 MAYES TESTING ENGINEERS alrerra[on CO"A" 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 Edmonds SD Madrona K-8 Replacement 9300 236th St SW Edmonds, WA Permit No.: BLD2017-0041 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 01/26/18 Sample Time: 0748 Yavita Kotomaimoce Rain 33 Batch Size (cy): 11 Pump 15 Truck chute Topping slab (Radiant heat) for Building LC501 and LC505. 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 3.97 12.38 01/29/18 02/02/18 7 46,000 3,720 5 1 b 4.00 12.57 01/29/18 02/23/18 28 1 c 4.00 12.57 01/29/18 02/23/18 28 1 d 4.00 12.57 01/29/18 02/23/18 28 Initial Cure: Covered with Plastic and Damp Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Mayes Testing Engineers, Inc. Services: Special Inspections / Materials Testing Mayes Testing Engineers, Inc. Rep.: Yavita Kotomaimoce Reported To: Contractor: FORMA Construction Company Report Distribution: See attached distribution list. Reviewed By: zzt?, I � Robert Gardner Senior Project Field Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: M7171248.1033A Service Date: 01 /26/18 Report Date: 02/05/18 Task: Distribution List (1) City of Edmonds WA, Milton Thompson (1) Coughlin Porter Lundeen, Laura Nettesheim (1) Coughlin Porter Lundeen, Rachel Vranizan (1) Edmonds School District #15, Michael Nelson (1) Edmonds School District #15, Taine Wilton (1) Forma Construction Company, Ben Guttromson (1) Forma Construction Company, Jason Pennington (1) Forma Construction Company, Loren Calvert (1) Forma Construction Company, Morgan Salcido (1) Forma Construction Company, Pat Saum (1) Mahlum Architects, Brandon Moggio (1) Mahlum Architects, Corrie Rosen (1) Mayes Testing Engineers, Inc, Tom Cain (1) Shannon & Wilson Inc, Martin Page MAYES TESTING ENGINEERS A rerracon COMPANY 20225 Cedar Valley Rd Ste 110 Lynnwood, WA 98036-6365 425-742-9360 MAYES TESTING ENGINEERS, INC A 1ferracon compANY February 2, 2018 City of Edmonds 121 5th Avenue N Edmonds, WA 98020-3146 Attention: Building Department Re: Edmonds WWTP Dewatering Project Final Letter 200 2nd Avenue South Permit No. BLD2017-0153 Edmonds, WA Project No. M7171392 seameafce 20225 Cedar Valley Road Suite 110 Lynwood, WA98036 ph 425.742.9360 fax425.745.1737 Tacoma Ofice 10029 S. Tacam Way Suite E-2 Taaxna, WA98499 ph 253.584.3720 fc-K253.584.3707 Potland Once 7911 NE 33rd Drive Suite 190 Pat", OR 97211 ph 503.281.7515 fac503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: oo Structural steel welding and bolting oo Proprietary anchors oo Epoxy grouted anchor bolt install oo Reinforced concrete To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at (425) 742-9360. Sincerely, MAYES TESTING ENGINEERS, INC. �� - aZaZ & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION February 7, 2019 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: FINAL LETTER Post Office Phase 2 — Shoring 201 Main Street Edmonds, Washington Dear Mr. Spec, Krazan No. 096-17054 Permit No. BLD 2016 0506 In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Soil Bearing Verification • Soil Nail Grouting • Soil Nail Proof Testing • Soldier Pile Installation • Reinforced Concrete — CIP To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications, at locations represented within Krazan reports only. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (425) 485-5519. - KRAZAI�(& AS 6CIAT)ES, INC. Division JSM/lkj CC: CITY OF EDMONDS 4303 1981 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 2, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey SAtt r Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc CORE BREAK ®lirazari & A s s o c i ate s, Inc. REPORT NO.: 17054CBR112917-DB Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: 60975 POUR DATE: 11/29/2017 DATE: 11/29/2017 CONTRACTOR: Conco PROJECT#: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KRAZAN P.M.: JSM WEATHER: cloudy TEMP 47 ° Field Data Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: CalPortland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 261 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:04 Sample Time: 8:30 Field Notes Truck #: 7647 Shotcrete placement for foundation walls on grids 7 - A to B and A - 3 to 7 from P1 to L1 Ticket #: 1750754 Design Wts_ Artual VVts Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 0864 700 700 830 837 2095 2303 300 234 7oz 6.Ooz 21 oz 21.1 oz Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) Amb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Dave Bale Laboratory Data Sample No. Max A . Size Design Strength: 4,000 @ 28 days Date Specimens Rec'd: Average Diameter Ratio of Max Agg. To Diam. Uncapped Len th 11/30/2017 Direction of Load 1 0.375 2.72 0.137 5.09 Perpendicular 2 0.375 2.72 0.137 5.12 Perpendicular 3 0.375 2.72 0.137 5.08 Perpendicular 4 0.375 2.72 0.137 5.10 Per endicular ASTM C-39 Capped ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 ASTM C-1604 CVI. Code Test Date Arse I ennth niamatar 1 /n Aran I norl PRI r G I'— ocf Gr J, -17-4..a D.. -1 12/8/2017 9 5.09 2.72 1.87 5.80 28800 4970 1.0 4970 1 CD -2 12/27/2017 28 5.12 2.72 1.88 5.80 34260 5910 1.0 5910 1 CD -3 12/27/2017 28 5.08 2.72 .1.86 5.80 33550 5780 1.0 5780 2 CD -4 12/27/2017 28 5.10 2.72 1.87 5.80 33820 5830 1.0 5830 2 CD P.M. Review: Lab Data Reviewed By: _ Date Reviewed: Date Reviewed: Lab Test Results Conforming r / Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 e Puyallup (253) 939-2500 Core Break Report The ent—lion provided on this report is prepared for the exdwiv. use of the abaft and may not be reproduced in any format without the written permission of the dient and Nrazan & Associates. This report indicates our inspectors observation and resting resuhs based on $k, condtans and contractor acdvities. This in —fion is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validn of resu8s. The same infomnabon has been provided by others on site. M"'i An =iy- - Associate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 12/1 /2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St KA P.M.: JM CONCRETE REPORT NO.: n9617nmr-R12n117-NG CONTRACTOR: Edmonds 2020 LLC/ Moncrief PERMIT #: -- INSPECTOR: Niccolo Guiao JURISDICTION: City of Edmonds WEATHER: Lt. Rain TEMP: 40's Field Data Concrete: X Other: — Supplier: Mlles Plant No.1 Everett Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:45pml C137 1 200340 1 -- 6.25 1 57 ° I 40's I -- Location: Placement Area Columns (P1-1-1): grids G.5/3.5, G/3, E.5/3, H/1.7, G/1.3, G/2, F/1.3, F/2, E/1.7, D/1.7, E.5/4.2 and E.5/5. Remarks: The concrete was placed using a pump truck and was mechanically consolidated. (6 cubic yards) Please Refer To Field Repot Number: 17054DFR120117-NG Inspector:1 Niccolo Guiao Reported Batch DATA Cement Type I/I Design Actual Mix No. 15LCD10 -- Cem. Lbs. 611 604 F. Ash lbs. -- — C. Agg. Lbs #57-1450 1436 C. Agg. Lbs #8-490 486 C. Agg. Lbs -- -- Sand Ibs 1370 1363 Water 242 209 Admixture Glen-21 20.7 Admixture P01 -37 37.3 Admixture -- -- Air Ent. ( oz / avt. ) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 56 days Date Specimens Rec'd: 1 12/4/2017 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 60996-1 12/8/17 7 4.00 12.57 -- 61420 4890 1 CD 2 60996-2 12/29/17 28 4.00 12.57 -- 84820 6750 1 CD 2 60996-3 1/26/18 1 561 1 60996-4 1/26/18 56 1 60996-51/26/18 56 1 Test Results Remarks: Results Reviewed By:1 I Date: Codes for Break Types: i' j 1 i/'� I t 2 �'':t 3 4 j 5 FJ 6 Offices Serving The Western United States Concrete Report Effective 1013/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information proiide°mthis report is prepared fortheexclusive useoftheclient, and maynot be reproduced In any formatwigreW thewriften pertdssion ofthe died and Kramn 8 A oiates. This report indialas our inspector's obaer,,sh-and testing results based on aft °ondaiona and cordnrcNr acMNies. This information is subject b review prior to final submitlel. By signing this report, our inspector does nd—pt raspmrsibddy for Middy of results. The same Information has been pmoAded by dhm m site. CORE BREAK a1 &-A s s o c i a t e s, I n c. REPORT NO.: 17054CBR112817-DB Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: 60944 POUR DATE: 11/28/2017 DATE: 11/28/2017 CONTRACTOR: Conco PROJECT#: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KRAZAN P.M.: JSM WEATHER: cloudy and rainy TEMP 45 p Field Data Reported Batch Data %Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: CalPortland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 260 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:23 Sample Time: 8:30 Field Notes Truck #: 7347 Shotcrete placement for foundation walls between P1 & L1 on grids 7 - B to A' Ticket #: 1749986 Design Wts. Actual Wts. Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 0864 700 699 810 816 2068 2212 300 2oz 20oz 21oz 21oz Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) mb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Dave Bale Laboratory Data Sample No. Max Agg. Size Design Strength: 4,000 @ 28 days Date Specimens Redd: Average Diameter Ratio of Max Agg. To Diam. Uncapped Length 11/29/2017 Direction of Load 1 0.375 2.72 0.137 5.21 Perpendicular 2 0.375 2.72 0.137 5.24 Perpendicular 3 0.375 2.72 0.137 5.22 Perpendicular 4 0.375 2.72 0.137 5.24 Pe endicular ASTM C-39 Capped ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 ASTM C-1604 CA. Code Test Date Ane I annth ninmptar 1 /n Aran 1 4 oc1 r r r'— 001 o. i. T d n.. -1 12/8/2017 7 5.21 2.72 1.91 5.80 33060 5700 1.0 5700 2 v CD r -2 12/26/2017 28 5.24 2.72 1.92 5.80 36540 6300 1.0 6300 2 CD -3 12/26/2017 28 5.22 2.72 1.91 5.80 36130 6230 1.0 6230 1 CD -4 12/26/2017 ! 28 5.24 2.72 1.92 5.80 35710 6160 1.0 6160 1 CD P.M. Review: Lab Data Reviewed By: Date Reviewed: Date Reviewed: Lab Test Results Conforming Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report The inf—tion provided on this report is prepared for the e.dusive use of the client, and may not be reproduced in any format without the written permission of ibe client and Wean & A —Was. This report indicates our inapeeinrs obi—abon and tostirg result based on sit conditlens and cwrhaeior aedvides. Tht infomu rt on is subject to review prior to final subrriudai. By signing this report, our inspector does not accept respmsibilty for validity of result. The same information has been promded by others on sit. me Kil,razan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 12/14/2017 PROJECT #: 09617054 PROJECT: Edmond P.O. LOCATION: 201 Main St KA P.M.: CONCRETE REPORT NO.: 09617054CR121417-EH -1 CONTRACTOR: Edmonds 2020 PERMIT #: INSPECTOR: Eric Haines JURISDICTION: City of Edmond WEATHER: Sunny TEMP: Field Data Concrete: X Other: Supplierl Mlles Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:45 1 139 1 200921 N/A 6.5 1 67 ° 40 ° N/A Location: Placement Area Between the first two set of columns coming from the North wall and about 5 feet from the west wall. Remarks: Please Refer To Field Repot Number: Inspector 40 ° Reported Batch DATA Cement Type Ill I Design Actual Mix No. 025506P Cem. Lbs. 512# F. Ash lbs. C. Agg. Lbs 7/8" 1550# C. Agg. Lbs Pea 302# C. Agg. Lbs Sand Ibs 1532# Water 243# Admixture Poly 997 30.8 oZ Admixture NC 534 62.4 oZ Admixture Air Ent. (oz/curt.) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C143 C136 C1064 HC173 C31 Other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 12/15/2017 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength. Set # Tested By Brk Typ Test Method ASTM C39 61180-1 12/21/17 7 1 4.00 12.57 -- 47370 3770 1 CD 1 ASTM C109 61180-2 1/11/18 28 1 ASTM C617 61180-3 1/11/18 28 1 1 1 ASTM C1231 61180-4 1/11/18 28 1 ASTM C1019 61180-5 H 1 OTHER Remarks: Results Reviewed By:j I Date: y 1 3,r p Codes for Break Types: '� I 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Test Results Effective 101312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The inMrmatlan prmkied on this report is prepared fm the exclusive use of the cllenl, and may not be reproduced in any format Wthoul the wrltlen pemdsion of the dimd and xrean B Aesooikes. This report indicates as insWtoe, ahservMton and testing resufia based on sate ooMilions end conhsctor adlvdlm. This infmmahm is wbpd to review pdm M fiml suhmftl. By signing thiv repod. our inspector does not accept responsibility farvslidity of rewhs. The same iMennafx° has been provided by others on sile. ■crazW-18, Ass oci ate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 12/14/2017 PROJECT* 09617054 PROJECT: Edmond P.O. LOCATION: 201 Main St KA P.M.: CONCRETE REPORT NO.: naa��nurtz��d��_Fu CONTRACTOR: PERMIT #: INSPECTOR: Eric Haines JURISDICTION: City of Edmond WEATHER: Sunny TEMP: Field Data Concrete: X Other: Supplier: Mlles Plant No. 125 7 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp T7��i 12:45 084 200967 N/A 6.5 67 Location: Placement Area Between the first two set of columns south of the elevator wall and about half way between the east and the west wall. Remarks: Please Refer To Field Repot Number: Inspector : 1 J 40 ° Reported Batch DATA Cement Type Design Actual Mix No. _ 025506P Cam. Lbs. 515# F. Ash lbs. C. Agg. Lbs 7/811 1548 C. Agg. Lbs Pea 302# C. Agg. Lbs Sand Ibs 1530# Water 243# Admixture Poly 997 30.8 oz Admixture NC 534 62.4 oz Admixture Air Ent. ( oz I cwt. ). Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 3000 28 days Date Specimens Rec'd: - 12/15/2017 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # stk Teed By Br I Typ Test Method ASTM C39 61181-1 12/21/17 7 4.00 12.57 -- 49750 3960 2 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61181-2 1/11/18 28 2 61181-3 1/11/18 28 2 61181-4 1/11/18 28 2 61181-5 H 2 [eaeaea Remarks: Results Reviewed By: Date: LCodes for Break Types:', 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Test Results Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The mformetlen provided on this report is prepared for the exduaive use of the client. and may not be reproduced in any formal wlt aft this written permission of Me client and Nressn B Asaocates. This report hn icatma inspedoesobaet UmaWtWing results basalt on site wnditlons and sontredor actiaitlea_ Thb infwmalion is subjed le review prior to fliml submidal. By signing this report, wr inspector does not accept responsibility W validity of results. The same infbmaton has been prmkled by aMm on ere. �__.Krazan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING t ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 3, 2018 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. �•1 Jeffrey S. ercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc == CORE BREAK IT ■ \L aza l & A s s o c i ate s, Inc. REPORT NO.: 17054CBR120417-NG Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection CORE CODE: 61019 POUR DATE: 12/4/2017 DATE: 12/4/2017 CONTRACTOR: Edmonds 2020 LLC/ Conco PROJECT#: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office Ph 2 INSPECTOR: Niccolo Guiao LOCATION: 201 Main St. JURISDICTION: City of Edmonds KRAZAN P.M.: JM WEATHER: Mostly Cloudy TEMP 40's Field Data Reported Batch Data % Air (ASTM C-231) -- Temp. (ASTM C-1064) 57 ° Supplier: CalPortland Slump (ASTM C-143) 2.5" Sampling (ASTM C-172) X Plant Number: 260 Making (ASTM C-31) X Unit Wt. (ASTM C-138) -- Batch Time: 8:21am Sample Time: 9:15am Field Notes Truck #: 7655 Basement Foundation Wall: along gridlines 1/1-5, I-A'/5 and A'/6-7 Ticket #: 1753772 Design Wts_ Actual Wts Inspector: Niccolo Guiao Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 — 700 698 ADVA:15 15 3/8-810 809 2066 2067 300 277 2 2 W RA:21 21 Water Added on Job (gal) 20 Initial Curing Temps: -- (High) -- (Low) Amb. Air Temp.: 40's Site Mix: — Field Test Results Conforming Laboratory Data Design Strength: 4,000 @n 28 days. Date Specimens Redd: 11/30/2017 Sample No. Max A^ r. Size Avera:,e Diameter Ratio of Max Ang To Diam. Uncapped Length Direction of Load 1 1 0.375 2.72 0.137 5.06 Perpendicular 2 0.375 2.72 j 0.137 5.10 Perpendicular 3 j 0.375 2.72 j 0.137 5.08 Perpendicular 4 0.375 2.72 0.137 5.11 Per endicular ASTM C-39 ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 Capped ASTM C-1604 Cvl. Code Test Data Ane I Pnnth niamptpr 1 /r) Arpin 1 nnr! 13QI r, G r,— Oel 113-1,-17-4—A D.. -1 12/14/2017 10 5.06 2.72 1.86 5.80 36680 6320 1.0 6320 1 CD -2 1/1/2018 28 5.10 2.72 1.87 5.80 39250 6770 1.0 6770 1 CD -3 1/1/2018 28 6.08 2.72 1.86 5.80 38370 6620 1.0 6620 3 CD -4 1/1/2018 28 5.1j 2.7W 1.83 5.80 38800 6690 1.0 6690 2 CD P.M. Review: Lab Data Reviewed By: C. Mercer Date Reviewed: Date Reviewed: I 12/14/2017 Lab Test Results Conforming Offices Serving The Western United States Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 a Puyallup (253) 939-2500 Core Break Report Revision 5 Effective D3 The information provided an he's report is prepared for the exclusive use d the diem, andmay not he reproduced in any }omut vidltout the voil[en permission of cGerrt and Kra>an 8 Associates. This reportindieatee our inspectors observation and testing sit. testing results based on si's Conditions and contrad ac"a.. This irdormadm s subject fa revienv prior to final submt W. By signing this report, our bapeoL r does not accept responsibility for validity of resuhe. The same information has been provided by others on ails. . aZaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 4, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. .Jeffrey S. '� ercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198"` Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc ��H(aZal CORE BREAK & Ass o c i ate s, Inc. REPORT NO.: 17054CBR120517-NG Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection CORE CODE: 61067 POUR DATE: 12/5/2017 DATE: 12/5/2017 CONTRACTOR: Edmonds 2020 LLC/ Conco PROJECT#: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office Ph 2 INSPECTOR: Niccolo Guiao LOCATION: 201 Main St. JURISDICTION: City of Edmonds _ KRAZAN P.M.: JM WEATHER: Pt. Cloudy TEMP 30-40'E Field Data Reported Batch Data % Air (ASTM C-231) -- Temp. (ASTM C-1064) 58 ° Supplier: CalPortland Slump (ASTM C-143) 2.25" Sampling (ASTM C-172) X Plant Number: 260 Making (ASTM C-31) X Unit Wt. (ASTM C-138) -- Batch Time: 8:30am Sample Time: 10:15am Field Notes Truck #: 7614 Basement Foundation Wall: along gridlines D-1/1. Ticket #: 1754761 Design Wts Actual Wts Inspector: Niccolo Guiao Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 -- 700 702 ADVA:15 15 3/8-810 813 2066 2063 300 272 2 2 WRA:21 21 Water Added on Job (gal) 25 Initial Curing Temps: -- (High) -- (Low) ,mb. Air Temp.: 30's Site Mix: -- Field Test Results Conforming Laboratory Data Design Strength: 4,000 'LI 28 days Date Specimens Redd: 12/6/2017 Sample No. Max Agg. Size Average Diameter Ratio of Max A,ac. To Diam. Uncapped Length Direction of Load 1 0.375 2.72 0.137 5.11 Perpendicular 2 0.375 2.72 0.137 5.08 Perpendicular 3 0.375 2.72 0.137 5.05 Perpendicular 4 0.375 2.72 0.137 5.13 Perpendicular ASTM C-39 ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 Capped ASTM C-1604 Cvl. Code Test Data Ana I annth Dinmotor I /n Aron I n0fi PSI r` F (`nrr DCI Q-1, Tee+e,a ra, -1 12/14/2017 9 5.11 2.72 1.87 5.80 35350 6090 1.0 6090 2 CD -2 1/2/2018 28 5.08 2.72 1.86 5.80 38420 6620 1.0 6620 1 CD -3 1/2/2018 28 5.05 2.72 1.85 5.80 39260 6770 1.0 6770 2 CD -4 1/2/2018 28 5.13 2.72 1.88 5.80 38310 6610 1.0 6610 2 CD P.M. Review: / - Date Reviewed: i Lab Test Results C� Conforming Lab Data Reviewed By: C. Mercer Date Reviewed: 12/14/2017 Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report Revision 5 Effective 01-12-13 The Womnston provided on this report is prepared Tor the solusiva lea of the clierd, and may not be reproduced in any format %flout the written permission of the client and Kre 6 Associates. This report Mamas our inspectors observation and beefing results based on sits conditions and contractor activities. This information s subject to review prior to final subminal. By signing Chia report, our inspector does not accept responsibility for validity of results. The same irdonnation has been provided by others on site. Kkra ;aZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 10, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. J�o r Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc 1�aZa1Z CORE BREAK (l & A s s o c i a t e s, I n c. REPORT NO.: 17054CBR120817-DB Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: 61142 POUR DATE: 12/8/2017 DATE: 12/8/2017 CONTRACTOR: Conco PROJECT#: 09617054 PERMIT M BLD20160506 PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KRAZAN P.M.: JSM WEATHER: Bunn, TEMP 38 ° Field Data Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: CalPortland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 260 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:32 Sample Time: 9:00 Field Notes Truck M 7670 Shotcrete placement for foundation walls on grids Ad to 3 and 1 - A to D including CC3 & CC11 Ticket #: 1757736 columns fron P1 to L1 Design Wts. Actual Wts Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 0864 700 698 810 816 2066 2168 300 256 2oz 2oz 21oz 210z Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) Amb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Dave Bale Laboratory Data Sample No. Max Agg. Size Design Strength: 4,000 @ 28 days Date Specimens Redd: Average Diameter Ratio of Max Ng. To Diam. Uncapped Length 12/11/2017 Direction of Load 1 0.375 2.72 0.137 5.18 Perpendicular 2 0.375 2.72 0.137 5.12 Perpendicular 3 0.375 2.72 0.137 5.16 Perpendicular 4 0.375 2.72 0.137 5.18 Perpendicular ASTM C-39 Capped ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 ASTM C-1604 Cvl. Code Test Date Aoe Lenoth Diameter L/D Area I nari PR r. F (nrr Pcl Rronle- Tac+or+ Rr, -1 12/15/2017 7 5.18 2.72 1.90 5.80 27500 4740 1.0 4740 2 CD -2 1/5/2018 28 5.12 2.72 1.88 5.80 34320 5920 1.0 5920 2 CD -3 1/5/2018 28 5.16 2.72 1.89 5.80 35160 6060 1.0 6060 2 CD -4 1/5/2018 28 5.18 2.72 1.90 5.80 34600 5970 1.0 5970 1 CD P.M. Review: Lab Data Reviewed By: C. Con don C. Mercer Date Reviewed: Date Reviewed: 1/1112018 12/19/2017 Lab Test Results Conforming Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report The information provided on this report is prepared for the exclusive use of ft dient• and may not be reproduced in any format withor the wriean parmisslon of the client and Kraoan 6 Associates. This report indicator our Inspectors observation and testing resuBs based on she conditions and contractor activities. This information is subjectto review prior to final submitml. By signing this report. our inspecbr does not accept resporeabildy for valift of resuNs. The same information has been provided by others on sda. Krazan and Associates, Inc. Cylinder Report Form 4303 198th Street SW Lynnwood, WA 98036 Project No: 096-17054 Cylinder Code: 61149 Weather: Cloudy Jurisdiction: Ciiv of Edmonds Project: Post Office Phase 2 Location: 201 Main Street Client: Edmonds 2020, LLC Field Data % Air (ASTM C-231) Temp. (ASTM C-1064) Slump (ASTM C-143) 5" Sampling (ASTM C-172) Making (ASTM C-31) X Unit Wt. (ASTM C-138) Other Inspector: Tuyen Tran Field Notes: Level P1 Columns at 1.9/A.3, 1.9/C, 3/H. Concrete placement by crane bucket. Please refer to Field Report No. 151362. Consolidation Method Mechanical: X Manual: Laboratory Data Pour Date: 12/12/17 Report No: 59391 Permit No. BLD20160506 Engineer: Architect: Haller Architects, LLC Contractor: Spee West Construction Co. aI. Field Test Results Conforming X Non -Conforming Design Strength: 6,000 @ 28 days Reported Batch Data Batch Time: 11:46 AM Sample Time: 12:45 PM Truck #: C141 Ticket #: 200809 Design Wts. Actual Wts. Mix No. 15CLD10 15CLD10 Cem. (Ibs) 611 1 607 F. Ash (Ibs) Agg. 7/8" (Ibs) 1450 Agg. 3/8" (Ibs) 490 Agg. 3 (Ibs) Sand (Ibs) 1370 Water (Ibs) 240 Air Ent. (oz) Glenium (oz) 21 Poly997 (oz) 37 Other (oz) Other (oz) Water Added on Job (gal) Supplier: Miles Plant Number: Site Mix: Initial Curing Temps High -Low. Ambient Air Temperature: Load Size: 3 Sample @ cy of yas Date Specimens Redd: 12/13/17 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set# Type By 61149-1 12/19/17 7 4x8 12.57 1.0 61,220 4,870 1 2 CD 61149-2 1/9/18 28 4x8 12.57 1.0 77,760 6,190 1 1 CD 61149-3 1/9/18 28 4x8 12.57 1.0 79,370 6,310 1 2 CD 61149-4 1/9/18 28 4x8 12.57 1.0 78,890 6,280 1 2 CD 61149-5 1/9/18 28 4x8 12.57 1.0 77,410 6,160 1 2 CD P.M. Review: l.' t - Date Reviewed:: Lab Data Reviewed By: C. Mercer Date Reviewed: 12/21/2017 1445 478 1359 189 20 37.3 NEW cy Laboratory Test Methods ASTM C39 X ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Lab Test Results Conforming X Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 ="MAMKILaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 12, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. OL- ;of. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc WKraz 111&Ass ociate s,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection DATE: 12/14/2017 PROJECT #: 09617054 PROJECT: Edmond P.O. LOCATION: 201 Main St KA P.M.: Field Data Concrete: X Other: CONCRETE REPORT NO.: 09617054CR121417-EH -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLDG2016-0506 INSPECTOR: Eric Haines JURISDICTION: City of Edmond WEATHER: Sunny TEMP: 40 ° Supplier: Miles Plant No.! 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:45 139 200921 N/A 6.5 67 ° 40 ° N/A Location: Placement Area Between the first two set of columns coming from the North wall and about 5 feet from the west wall. Remarks: Please Refer To Field Repot Number: Inspector Reported Batch DATA Cement Type Ill I Design Actual Mix No.. 025506P Cem. Lbs. 512# F. Ash Ibs. C. Agg. Lbs 7/8" 1550# C. Agg. Lbs Pea 302# C. Agg. Lbs Sand Ibs 1532# Water 243# Admixture Poly 997 30.8 OZ Admixture NC 534 62.4 OZ Admixture Air Ent. (ozl am.) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 12/15/2017 Cyl. Test Field wt. Max Comp. SetP ested Brk Test Method Code Date Cure Age Dia. Area # Load Strength #By Typ ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61180-1 12/21/17 7 4.00 12.57 -- 47370 3770 1 CD 1 61180-2 1/11/18 28 4.00 12.57 -- 65550 5210 1 CD 1 61180-3 1/11/18 28 4.00 12.57 -- 67370 5360 1 CD 2 61180-4 1/11/18 28 4.00 12.57 -- 64810 5160 1 CD 2 61180-51/11118 28 j 4.00 12.57 -- 66100 5260 1 CD 2 Test Results Remarks: Results Reviewed By: Date: _ _ Conforming Codes for Break Types: Li 1� 2 3 a 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The iMonnation provikled an this report is prepared for the et wive use of the client, and may nor be repreduoed in any format without the written permission of the client aM Vimn B Associates. Thu report lndketes our ln odors ooservatim aA testing rssuhs based on to rn ftmn and conbector adinlies. The informed. is subject to revkw prior to final auhmihal. By signing this report, our lnepector does nor accept responsibility for validity of—fte. The same information has been provided by othersm site. Kr&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 12/14/2017 PROJECT* 09617054 PROJECT: Edmond P.O. LOCATION: 201 Main St KA P.M.: Field Data Concrete: X I Other: CONCRETE REPORT NO.: 09617054CR121417-EH -2 CONTRACTOR: Edmonds 2020 PERMIT #: BLDG2016-0506 INSPECTOR: Eric Haines JURISDICTION: City of Edmond WEATHER: Sunny Supplier: Mlles Plant No. 125 ! Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:45 084 ;[ 200967 _ N/A 1 6.5 1 67 ° 1 40 ° I N/A Location: Placement Area Between the first two set of columns south of the elevator wall and about half way between the east and the west wall. Remarks: Please Refer To Field Repot Number: Inspector : TEMP: 40 ° Reported Batch DATA Cement Type Design Actual Mix No. 025506P Cem. Lbs. 515# F. Ash lbs. C. Agg. Lbs 7/8" 1548 C. Agg. Lbs Pea 302# C. Agg. Lbs Sand Ibs 1530# Water 243# Admixture Poly 997 30.8 Oz Admixture NC 534 62.4 Oz Admixture Air Ent. ( oz / cm. ) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 12/15/201-7 Cyl. Code Test I Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61181-1 12/21/17 7 4.00 12.57 -- 49750 3960 2 CD 2 61181-2 1/11/18 28 4.00 12.57 -- 69680 5540 2 CD 1 61181-3 1/11/18 28 4.00 12.57 -- 71580 5690 2 CD 1 61181-4 1/11/18 28 4.00 1 12.57 -- 69800 5550 2 1 CD 2 61181-5 1/11/18 28 4.00 12.57 -- 70710 5630 2 CD 2 Test Results Conforming Remarks: Results Reviewed B y:j I V,Date: Codes for Break Types: 1 rM 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information prwlded on this report is prepared for the exclusive use ofine dlent, and may not ba reproduced in any tomrat wdha� thewMten permission arms died and K'—na Associates. This report indicates our inspectors obsenauon and testing rewlte based on sde wrditioits and contreetoractivides. This Information is subject tc raNan Norio final wtaniltal. By signing this report, our inspector does not accept racwhsibility far validity, of results. The same information hn been provided by others en ahe. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 15, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc -<r;aZM&Ass ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Corbett Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09617054CRO20718-WB -2 CONTRACTOR: Edmonds202O PERMIT #: BLDG2016-0506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Cloudy Supplier: Plant No. Site Mix: �X Slump Mix Air Unit Time Truck # ` Ticket # % Air Inch Temp (F) Temp (F) Weight Location: Level 1 I/1.8 Placement Area Remarks: Three 2x4 cylinders sample Please Refer To Field Repot Number: Inspector! I William Bui I TEMP: 51 ° Reported Batch DATA Cement Type Design Actual Mix No. Cem. Lbs. 1 bag F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water 4 ouarts Air Ent. (Oz/oM.) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6500 @ 28 days I Date Specimens Rec'd: 1 2/8/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61764-1 2/14/18 7 2.00 3.14 -- 10520 3350 2 CD 2 61764-2 3/7/18 28 2 61764-3 3/7/18 1 28 1 2 Remarks: Results Reviewed By: I i 2P Codes for Break Types: / �i ` '; 11 H' to 1 2 I I 3 Date: 4 5 Test Results 6 Concrete Report Offices Serving The Western United States Effective 10/312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The iMormation pmvide ch Mu report is prepared for the evdusNe use of the client, and my not be reproduced in any formatvMhaut the written pertnlmion of the dienland xramn B Associates. This report indicalasour llapechousobservation andteetilg resuS based on sileconditons and conbsctar activities. This Information he mbjad to review prior to final s corm ul. By signing this report, our inspector does M accept responsibility for walklky of recalls. The came:nformabm has bam provided by oUwm m age. �aZa'll CORE BREAK &Ass o c i ate s, Inc. REPORT NO.: 17054CBRO20618-H Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: POUR DATE: 2/6/2018 DATE: 2/6/2018 CONTRACTOR: Edmonds202O PROJECT#: 09617054 PERMIT* BLDG2016-0506 PROJECT: Post office INSPECTOR: HatemFarhat LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KRAZAN P.M.: WEATHER: Clear TEMP 45 ° Field Data Reported Batch Data %Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: Calportland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 260 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:17 am Sample Time: 8:18 am Field Notes Truck #: 7655 Level 1 street level shot-crete wall Ticket #: 1790496 Mix No. Cam. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) vest n vvts. /Actual vvts. 0864 1 0864 Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) ,mb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Hatem Farhat I � Laboratory Data Design Strength: 5000psi @ 28 days Date Specimens Redd: 2/9/2018 Sample No. Max Agg. Size Average Diameter Ratio of Max Agg. To Diam. Uncapped Length Direction of Load 1 .375 2.72 0.137 5.25 Per indicular 2 3 4 ASTM C-39 ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 Capped ASTM C-1604 Cvl. Code Test Date Ana I-ennth Diameter I /D Ani I nnrt PSI r F Cnrr PSI Rraak M-mb- l R -1 2/13/2018 7 5.25 2.72 1.93 5.80 26550 4580 1.0 4580 1 CD -2 3/6/2018 28 -3 3/6/2018 28 -4 3/6/2018 28 P.M. Review: 1a Date Reviewed: 2 ~ i S- ( Lab Data Reviewed By: A.Ae�,� Date Reviewed: r Lab Test Results Offices Serving The Western United States Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report The infor—lien provided on this report is prepared tor the —1-ive use of the dient, and may not be reproduced in any format wehad the wridan pennh aim of the Giant and K—er. 6 Associates. This report Indiceb, a i spautors obeervab.n and besting resuQs based on We conditions, and contractor activities. This infomation 6 subject to review our to final sub -dal. By signing this report, our inspector does not accept responsibility for validity of resNb. The same information has been provided by others on see. IUaZaMAss ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT* 09617054 PROJECT: Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CR020718-WB CONTRACTOR: Edmonds202O PERMIT #: BLDG2016-0506 INSPECTOR: William Bui JURISDICTION: Edmond WEATHER: Cloudy Field Data Concrete: Other: Supplier: Mlles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1: 01 pml C183 1 202864 1 n/a 1 6 1 62 ° 1 49 ° Location: Placement Area Columns level 1(3/(A.5, B, E.8, G, and H), E.5/4, H/2, G.5/3.5, 4.5/(G and G.5), and 5/(F.5 and G.5)) Remarks: Please Refer To Field Repot Number: 09617064DFRO20718-WB Inspector:1 William Bui TEMP: 49 ° Reported Batch DATA Cement Type Design Actual Mix No. 15LCD10 Cam. Lbs. 611 610 F. Ash lbs. C. Agg. Lbs 1450 1440 C. Agg. Lbs 490 485 C. Agg. Lbs Sand Ibs 1370 1360 Water 8791 67 Admixture Admixture 37 Oz 37 Admixture Air Ent. (oz 1 test ) Water Added On Job Site (Gals.) 1 15 gl Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 56 days Date Specimens Rec'd: 2/8/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 61755-1 2/14/18 7 4.00 12.57 -- 52250 4160 1 CD 1 61755-2 3/7/18 28 61755-3 4/4/18 56 61755-4 4/4/18 56 ASTM C1019 61755-5 4/4/18 56 OTHER i Test Results Remarks: Results Reviewed By: / Date: 2 — J'1S-,—I Codes for Break Types: 1 iN E 2 3 1 4 0 i� 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information proAded m this report is prepared for the toolusiva use of the client, and may not be reproduced In artyformatwitWNewritten pemlission of the client and KnersnB Assoclatr.Th'sreport indicatesourimpectorsobservation and testing rasure, based msitec ilinrc and contractor adMes. This information is subject to red- prior to Mal submitlal. By signing this report, our lnspedor does not accept respomfbility for validity of results. The same infomallnn has been pmnided by otisro m site. dIEW KrazamAssociates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/2/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St Edmonds KA P.M.: Field Data Concrete: X Other: CONCRETE REPORT NO.: 09617054CRO20218-JLG -1 CONTRACTOR: Edmonds202OLLC PERMIT* BLD2016-056 INSPECTOR: Jerry L. Gelder JURISDICTION: City of Edmonds WEATHER: Overcast TEMP: 50 ° Supplier: MII@S Plant No. I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:20 1 C 115 1 101413 1 6 1 /2 1 61 ° 1 50 ° Location: Placement Area Columns 6F.6, 7F.6, 6G.8, 61-1.8, 71-1.8 Level 1 to 2. Remarks: Concrete placed by bucket. Mechanically consolidated. Please Refer To Field Repot Number: 09617054DFR222018JLG Inspector: Reported Batch DATA Cement Type Ill I Design Actual Mix No. C 115 Cem. Lbs. 606 F. Ash lbs. C. Agg. Lbs 7/8 1457 C. Agg. Lbs 3/8 485 C. Agg. Lbs Sand lbs 1360 Water norm/hot 142/62 Admixture glenium 20.8 oz Admixture mb poly 997 37.6 oz Admixture Air Ent. (oz/cm.) Water Added On Job Site (Gals.) 1 17 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 l�r 56 days Date Specimens Rec'd: 1 2/6/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 61707-1 2/9/18 7 4.00 12.57 -- 59790 4760 1 CD 12 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61707-2 3/2/18 28 1 61707-3 3/30/18 1 56 1 61707-4 3/30/18 56 1 61707-5 3/30/18 56 1 1 Test Results Remarks: Results Reviewed By: Date: 't — • j Codes for Break Types: � � 1 � 2 114 3 q �...� 4 E .� 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 Ttsin:ormationproviledmthisreport Isprepared for the exdaaiwe use of the Client. and may not be reprodt in any format without the written permla4m of the client and KrasanBAssocttes. T" report indicates our inspectors ob.-.ion and testing result baud on site oorWBtns antl contactor activities. This information's subject to review prior to final antoo . ay s(gntig Nls report, our inspeUordaes not accept respon&bility la velldhy W resllt. The same infomabon has been pmAded by others m site. i(razaa&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/5/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: I -II Other: CONCRETE REPORT NO.: 09617054CR020518-JK CONTRACTOR: PERMIT #: BLDG0506 INSPECTOR: Jordan Kain JURISDICTION: Edmonds WEATHER: Cloudy Supplierl Mlles Plant No.1 125 1 site Mix: � Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:45 1 C013 1 202678 1 6.5 1 55 ' TO ° Location: Placement Area Concrete placed on columns at at 7/F.5-I, 6/F.5-I, 5/F.5-G.6, 4.5/E.5- G.6, 3/A.1, and 3/13 Remarks: Placed by crane and bucket Please Refer T Field Repot Number: Inspector:i Jordan Kain TEMP: 50 ' Reported Batch DATA Cement Type I -II Design Actual Mix No. 15LCD10 Cam. Lbs. 611 611 F. Ash lbs. C. Agg. Lbs 7/8-1450 1452 C. Agg. Lbs C. Agg. Lbs Sand Ibs 1370 1364 Water 145 95 Admixture Admixture Admixture Air Ent. (oz/cwt.) Water Added On Job Site (Gals.) 30 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 2/6/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61719-1 2/12/18 7 4.00 12.57 -- 51720 4110 1 CD 2 61719-2 315/18 28 1 61719-3 3/5/18 128 1 1 61719-4 3/5/18 28 1 61719-51 H 1 Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: El 1 2 I) I)li 3 4 EA E E 5 6 Offices Serving The Western United States Concrete Report Effective 10/312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The informationiroAded on this report is pepared for the exclusive as or the client and may not be reproduced in any fonral vnlhd.Athe written pem alon of the ciiml and KraeanEAssociates. Thas report indicates our Inspectors observation and testing mots based on site aMitire end contractor activities. This information Is subject to revww prior to Anal wbrnidal. By signing this report, cur impactor does not accept responsibility for wfitlay of revues. The same inforratien hes besn presided by others on site. 1��' L.�L�� & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 26, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Qa�' �' Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc ff(j7aZa11&Ass ociate s,Inc. _ Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/16/2018 PROJECT #: 09617054 PROJECT: Edmonds Post office LOCATION: 201 Main St Edmonds KA P.M.: Field Data Concrete: 15C LD 10 Other: CONCRETE REPORT NO.: CONTRACTOR: PERMIT #: INSPECTOR: Hatem Farhat JURISDICTION: City of Edmonds WEATHER: Clear Supplier: I MILES I Plant No. 1 Everette Site mix:�X Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:12pml C055 1 203237 1 x 1 6" 1 64 ° 1 42 ° I x i Location: Placement Area columns located at level 1 at the following grid: F/2,1.5 ; G/2,1.5 , 1.8/D,E ; 2.4/A.5,B ; D/2.8 ; 4/13; 5/E.5 : D.5/6.5 Remarks: Please Refer To Field Repot Number: Inspector:Hatem Farhat 17054CRO21618-HF TEMP: Reported Batch DATA Cement Type Design Actual Mix No. 15CLD10 15CLD10 Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. ( Oz l cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 psi @ 28 days Date Specimens Rec'd: 2/19/2018 Cyl. Code Test Date Field Cure Age Dim. Area wt. # Max Load Comp. Strength Set # Tested By IBrk ITYP Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61898-1 2/23/18 7 4x8 12.57 -- 54940 4370 1 CD 2 61898-2 3/16/18 28 4x8 1 61898-3 3/16/18 128 4x8 1 61898-4 3/16/18 28 4x8 1 61898-5 hid 4x8 1 Test Results Remarks: Results Reviewed By: Date: Codes for Break Types:\I °I ff '4 grit 3� � �� L...�.._`, 4 P2 5� 6 Offices Serving The Western United States Concrete Report Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Theinformebon provided on this report is prepared for theeWushe use ofthe diet, and may not be reproduced in any format without the wftllen permission of the client and Kremn&As Irtm. This report indicates our inspectors olow—tinn and teatlngraulls based on eite ooditions and contmdar activities- This Information is subject to review prior to that submittal. Sysigning this report, our inspectordoes nd aocept responsibility for validity of reeufts. TM same Information has been pwided by others on site. .:.ra .. .�7� = & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 27, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Rl� I Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc AWE- ima �= KGLLQll&Associates, Inc. Geotechnical Engineering as Environmental Engineering Construction Testing and Inspection DATE: 1 /29/2018 PROJECT #: 09617054 PROJECT: _Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 0961705dCRn19A1R_WR _1 CONTRACTOR: Edmonds 2020, LLC PERMIT #: BLD20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Rainnin TEMP: 49 ° Field Data Concrete: Other: Supplier: Mlles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8: 01 f C138 202348 1 n/a j 6 1 62 ° 1 49 ° Location: PT deck level 1 Placement Area Remarks: Please Refer To Field Repot Number: 09617054DFR12918-WB Inspector : I William Bui Laboratory Data Cyl. Code Test Date Field Cure Ag 61644-1 2/2/18 4 61644-2 2/2/18 4 61644-3 2/2/18 4 61644-4 2/5/18 7 61644-5 61644-6 2126/18 2/26/18 28 28 61644-7 2/26/18 2/26/18 28 28 Remarks: Concrete Report Design Strength: 6000 @ 28 days e Dia. Area Wt. # Max Load Comp. Strengtt 4.00 12.57 -- 67810 5390 4.00 12.57 — 64270 5110 4.00 12.57 -- 66130 5260 4.00 12.57 -- 94280 7500 4.00 4.00 12.57 12.57 -- -- 124570 121620 9910 9680 4.00 4.00 1 12.57 12.57 -- -- 123850 125410 1 9850 9980 Codes for Break Types: I 1Xy ',\; I N [;'Ad I � I Reported Cement Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Cz/awl.) Water Batch Type Design DATA Actual 156000 600 594 100 99 1260 1250 600 595 1295 1285 300 gl 280 36 Oz 36 Added On Job (Gals.) Site 10 gl Field Test ASTM Method C143 C138 C1064 C173 C31 Other Date Specimens Rec'd: f 1/30/2018 Set Tested Brk # By Typ 1 CD 12 1 CD 2 1 CD 1 1 CD 1 1 CD 1 1 CD 1 1 CD 1 1 CD 1 -7—( 1 1 -2 3 4 lI 5 Offices Serving The Western United States Test Methc ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Test Results Conforming 6 Effective 101312017 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 as Tacoma (253) 939-2500 The information provided on thla report he prepared for the exclusive use ofthe them, and may not be reproduced in any format without the wriden permission of the dard and Krazan B Associates. This report indlrates our inspectans ebserradon and testing results based on We condiliona and oorNacter adivAes. This InfonratJon is subject to review prior to fine; submittal. By agning this report, our Inspector does not accept responability, for validity of results. The same Infoimaflm has been p ded by others on sge. " CONCRETE Kr 77 & A s s o c i a t e s, I n c. REPORT NO.: 09617054CR012918-WB -2 Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 1/29/2018 CONTRACTOR: Edmonds 2020, LLC PROJECT #: 09617054 PERMIT #: BLD20160506 PROJECT: Post Office INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: Jeff Mercer WEATHER: Rainnin TEMP: 51 ° Field Data Concrete: Other: Supplier: Mlles Plant No. L Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10: 15 1 C146 1 202368 n/a 1 6 1 63 ° 1 51 ° Location: PT deck level 1 Placement Area Remarks: Please Refer To Field Repot Number: 09617054DFRI2918-WB Inspector: William Bui Laboratory Data Design Strength:1 6000 @ 28 days Reported Cement Mix No. Cam. Lbs. F. Ash Ibs. C. Agg. Lbs C. Agg. Lbs C. Agg, Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. ( oz l cm. ) Water Batch Type Design DATA Ill I Actual 156000 600 595 100 100 1260 1251 600 595 1295 1285 300 QI 280 36 Oz [ 36 Added On Job (Gals.) Site 10 gl Field Test ASTM Method C143 C138 C1014 C173 C31 Other Date Specimens Rec'd: 1 1/30/201 Cyl. I Test Field wt. Max Comp. Set Tested Birk Code Date Cure Age Dia. Area # Load Strength # By Typ 61645-1 2/2118 4 4.00 12.57 -- 51190 4070 2 CD 1 61645-2 2/2/18 4 4.00 12.57 -- 53600 4260 2 CD 1 61645-3 2/2/18 1 4 4.00 12.57 -- 53840 4280 2 CD 1 61645-4 215/18 7 4.00 12.57 -- 85340 6790 2 CD 1 61645-5 2/26/18 281 4.00 12.57 -- 113540 9030 2 CD 1 61645-6 2/26/18 28 4.00 12.57 -- 116730 9290 2 CD 1 61645-7 2/26/18 28 4.00 12.57 -- 115170 9160 1 2 CD 1 61645-8 2/26/18 28 4.00 12.57 — 113250 9010 2 CD 11 Remarks: Results Reviewed By: Date: 2.- Z-7 Codes for Break Types: v x 4 1. _ , 3 4 5 Offices Serving The Western United States Concrete Report Test Methc ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Test Results Conforming J Effective 101312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infmmstion provided on this report Is prepared for the mclusive use ofthe diem. and may netbe reproduced In any(errast withoutthe wrftn pamhcion of the diem and Karan& Associates. ThIs report indirales our InspectoesobxrMion and testing results based on site condition and contractor activities. This intonation is subjsd to ravimv prime final aubrn lal. By signing this report, our inspacturdes not accept responsibility far validity of reauks. The sane infafmatlon has been provided by others on site. —=— (raZ7jan&Associ a tes, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 1 /29/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: j Other: CONCRETE REPORT NO.: 09617054CRO12918-WB -3 CONTRACTOR: Edmonds 2020, LLC PERMIT #: BLD20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Rainnin Supplier: Mlles Plant No.I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12: 01 pm C114 202386 n/a 6 1 63 ° 51 ° Location: PT deck level 1 Placement Area Remarks: Please Refer To Field Repot Number: 09617054DFR12918-WB Inspector :1 William Bui TEMP: 51 ° Reported Cement Mix No. Cem. Lbs. F. Ash Ibs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (oz1 cm.) Water Batch Type Design DATA Ill I Actual 156000 600 604 100 100 1260 1251 600 1 595 1295 1285 30091 280 36 OZ 36 Added On Job (Gals.) Site 10 gl Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Cyl. Test Field Code Date Cure Design Strength: 6000 a 28 da s Wt. Max Age Dia. Area # Load Date Specimens Rei Comp. Set Tested Brk Strength # By Typ 61646-1 2/2/18 4 4.00 12.57 -- 52610 4190 3 CD 2 61646-2 2/2/18 4 4.00 12.57 -- 50880 4050 3 CD 1 61646-3 2/2/18 4 4.00 12.57 -- 50140 3990 3 1 CD 1 61646-4 2/5/18 7 4.00 12.57 — 81070 6450 3 CD 2 61646-5 61646-6 2/26/18 2/26/18 1 28 28 4.00 4.00 12.57 12.57 -- — 99390 101560 7910 8080 3 3 CD CD 1 1 61646-7 61646-8 2/26/18 2/26/18 28 28 4.00 4.00 12.57 1 12.57 -- -- 100370 98750 1 7980 7860 3 3 CD CD 2 11 Remarks: Results Reviewed By: Codes for Break Types: 1 2 3 Date: 4 5 Offices Serving The Western United States 'd: ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 6 Test Results Conforming Concrete Report Effective 10/3I2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information pmviEtl en this reportispreperod for thee AmN, use ofthe diem, Ind maynot be reproduced In any fbnhal-O Wthew .permissim Wthediets Intl Wazan8 Assoclabas. This report intlioatea our Inspedah obsercabon entl fasting reauM basetl on aiEe uxMdion, and contactor adhtilea. This iWo—ton is subted to reAm prior to final submitsal. By signing this report, our irrepe does M accept reap nsibilhy for yiditldyof resutis. The some informstim has been proNded by others on Isle. _l-azan&As sociates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/14/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St. KA P.M.: CONCRETE REPORT NO.: noa47nsa1v2n`34d4a_ntr CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Don Keller JURISDICTION: Edmond WEATHER: TEMP: Field Data Concrete: 15LC D 10 Other: Supplier: Mlles Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:30 1 C057 1 203145 6 64 ° 48 ° j Location Placement Area column @3/E.5 Level 1 Remarks: Please Refer To Field Repot Number: Inspector : Don Keller j Reported Batch DATA Cement Type Ill I Desi n Actual Mix No. 5.0 Cem. Lbs. 3040 F. Ash Ibs. C. Agg. Lbs 7360 C. Agg. Lbs 2460 C. Agg. Lbs Sand Ibs 7040 Water 145.0 Admixture len 104.0 oz. Admixture pot 997 188.0 oz Admixture Air Ent. (Oz/cWt.) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C136 C1064 C173 C31 Other Laboratory Data Design Strength: 6000@ 56 days Date Specimens Rec'd: 2/15/201 Cyl. Test Field wt. Max Comp. Set Tested Birk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 61863-1 2/21/18 7 4.00 12.57 — 54860 4360 1 CD 2 ASTM C109 61863-2 3/14/18 28 ASTM C617 61863-3 4/11118 56 I ASTM C1231 61863-4 4/11 /18 56 ASTM C 1019 61863-5 H OTHER Remarks: Codes for Break Types: Concrete Report 1 1 2 I 3 1 4 Test Results Date: -Z `7 e- 1 � n Lj !_-1 -7 5 6 Offices Serving The Western United States Effective 10/3/2017 Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 e Tacoma (253) 939-2500 The Infonnab n provided on this report Is preyered for the exclusive use of the client, and may not be reproduced in any tonne[ without the vmden permission dthe dbd and Krean & Asmciates. This report indades cur Inspector's observation and Ws f result based on age cantlNons end —t ectoradivMks. This mfametion is stabled 0 he iex prior W final submittal. By signing Its repro( our Inspector does rat 8-0 responsibility for validity of results. The soma information has been pmWde by d , an site. max' �!� & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 2, 2018 Mr. Douglas Spee (E-Maff) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respec='SOCL4,TES, mitted�� INC. Je Pacific Nc^4'est Division JSM/]kj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRICdoc iS�� -�� MASONRY GROUT '�L &Associates, I n c. REPORT #: 17054MGRO22018-NTS Geotechnical Engineering* Environmental Engineering Construction Testing and Inspection Date: 2/20/2018 Contractor: EDMONDS2020 Project M 06717054 Permit M BLD20160506 Project: POST OFFICE Inspector: NIMA T. SHERPA Location: 201 MAIN STREET, EDMONDS, WA Jurisdiction: CITY OF EDMONDS KA P.M.: JM Weather: CLOUDY Temp: 38 ° Field Data( GROUT ) Supplier SITE MIXED Plant No. N/A ISite Mix Slump Grout Temp. Air Temp. Max/Min Temp. Time Truck# Ticket # % Air (in.) (F) F) (F) 12:24 55 ° 38 ° Grout Box Used Number of units used to form specimens I 1 Placement Area: PT DECK REPAIR AREA Remarks: SITE MIXED GROUT SAMPLE WAS OBTAINED & (3) CUBES WERE CAST IN A CUBE MOLD FOR APPROPRIATE LABORATORY ASSESSMENTS. pment Numbers: Inspector: Nlma I Sherpa Reviewed By: Laboratory Data Design Strength: 7500 '�i, 28 day Cyl. Test Code Date 61937-1 3/20/18 61937-2 3/20/18 61937-3 3/20/18 Remarks Results Reviewed By Codes for Break Types Form 04103 Age Mid Pt. Width (in) Height (in) Out of Plumb (%) Section Area (sq. in) Maximus Load (Ibs) 7 2.00/2.01 2.00 0 4.02 31110 28 28 Reported Batch Data Mix No. N/A Design Weights Actual Weights Cem.lbs. S S F. Ash lbs. I I C. agg. Ibs.1 T T C. agg. lbs. 2 E E C. agg. lbs. 3 Sand lbs. M M Water lbs. I I Air Ent. (oz) X X Other (oz) E E Other(oz) D D Other(oz) Other (oz) Water Added (gal.) Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 Other ASTM C231 s Date Specimens Rec'd.: Laboratory Comp. Test Methods Strength Test Set Tested Break ASTM C39 (psi) Time # By Type ASTM C109 7740 -- 1 CD 1 ASTM C617 ASTM C1019 Test Results Date Reviewed = 1 AU f 0 1 2 3 4 5 6 Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Revision S Effective 01-11-13 The information provided on[his report is pwpared fortheemlusive use oftheclient, and may not be mpraduced in am fannat xithnut the xriren permission oftheclient and Kra>an RA -Was, This report indicatesour inspector'sobservation and costing results besed on site conditionsand ctmtractor eairnies. This inf mmefi.w is subjntto m•iou•priortoftal submittal Bysignmglhis njmntt, our inspector dmxs nma pt nsplwsibi6lyf rsatidityoftesuhs. The semeinf motion has been prvided by others tm site. KrazamAssociates, Inc. Geotechnical Engineering it Environmental Engineering Construction Testing and Inspection DATE: 2/22/2018 PROJECT #: 09617054 PROJECT: Edmond P.O. LOCATION: 201 Main St KA P.M.: Field Data Concrete: X Other: CONCRETE REPORT NO.: CONTRACTOR: Edmonds 2020 PERMIT #: INSPECTOR: Eric Haines JURISDICTION: City of Edmond WEATHER: Icv Supplier: Miles Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:45 1 141 1 203365 1 N/A 1 6.5 f 57 ° 27 ° 1 N/A Location: Placement Area In top lift of the wall along the north side of the site Remarks: Please Refer To Field Repot Number: Inspector :1 E Haines 09617054CRO22218-EH -1 TEMP: 40 ° Reported Batch DATA Cement Type Design Actual Mix No. 15LCD10 Cem. Lbs. 614# F. Ash lbs. C. Agg. Lbs 7/8" 1 1456# C. Agg. Lbs Pea 494# C. Agg. Lbs Sand Ibs 1418# Water 217# Admixture Poly 997 36.8 oz Admixture Glen75o0 21 oz Admixture Air Ent. (Oz/cwt.) Water Added On Job Site (Gals.) 30 Field Test ASTM Method C143 C138 C1o64 C173 C31 Other Laboratory Data Design Strength: E5000 at 28 days Date Specimens Rec'd: 2/23/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 61959-1 3/1/18 7 4.00 12.57 -- 59640 4740 1 CD 1 ASTM C109 61959-2 3/22/18 28 1 ASTM C617 61959-3 3/22/18 28 1 1 ASTM C1231 61959-4 3122/18 28 1 ASTM C1019 61959-5 H 1 OTHER Test Results Remarks: Results Reviewed By.F Date: Codes for Break Types: H 1 N®R 2 ' 4 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided on this mW is prepared for the evclusiva ree of the clleM, and may not bereproduced in any formal wtlhoulthe warden pennisston of the client and 10—AAssociates. This report indicates our Nepector'a observation andtesting results based an site conditions antl contracts acdvltay. This info bw Is subject to reMew prior b final submidal. By sipninp this report, our inspector does not eccW rasponsibriNfer validity of results. The came information has been provided by others an ace. -=� & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 5, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. r � WJeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc Mimian& Ass ociate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/2/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St Edmonds KA P.M.: CONCRETE REPORT NO.: noa1l7n1nraf43m,tu_ a r_ CONTRACTOR: Edmonds202OLLC PERMIT #: BLD2016-056 INSPECTOR: Jerry Gelder JURISDICTION: City of Edmonds WEATHER: Overcast Field Data Concrete: X Other: Supplier: Miles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:20 C115 101413 1 7F6 1/2 1 61 ° 50 ° Location: Placement Area Columns 6F.6, 7F.6, 6G.8, 61-1.8, 71-1.8 Level 1 to 2. Remarks: Concrete placed by bucket. Mechanically consolidated. Please Refer To Field Repot Number: 09617054DFR222018JLG Laboratory Data Cyl. Test Field Code Date Cure 61707-1 2/9/18 61707-2 3/2/18 61707-3 3/30/18 61707-4 3/30/18 61707-51 3/30/18 Concrete Report Inspector TEMP: 50 ° Reported Batch DATA Cement Type Ill I Design Actual Mix No. C 115 Cam. Lbs. 606 F. Ash lbs. C. Agg. Lbs 7/8 1457 C. Agg. Lbs 3/8 485 C. Agg. Lbs Sand Ibs 1360 Water norm/hot 142/62 Admixture glenium 20.8 oz Admixture mb poly 997 37.6 oz Admixture Air Ent. 7i (Oz/cwt.) Water Added On Job Site (Gals.) F 17 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Design Strength:1 6000 @ 56 days Date Specimens Rec'd: j 216/201216/201 Dia. Area Wt. # Max Load Comp. Strength Set�TestedBrk #Typ Test Method ASTM C39 v ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 4.00 12.57 -- 59790 4760 11 CD 2 4.00 12.57 -- 74540 5930 1 CD 2 1 1 1 Test Results Remarks: Results Reviewed By: 1 Date: ! Codes for Break Types:�� }( 3 4 5 6 Offices Serving The Western United States Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The lnfomration provided on this report is pre pared for the eNudve use of the d heal, and may not he reprodumG in anyhomr, wtthoul the volts permission of the dienf and Koueer B Assac°les. This report indicates our iirspector's obsenedion and testing rastte based on she conditions andcwttradurrLmities. This information is shyecttomviewpriwhr IDs4 submittal. By signing this report our inapedardoes hir"ocept responsibility for eildili, of resuMe. The same information has been provided byotherson stte. -r-_==KXaZan&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING 9 ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 6, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. *vr Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc KrazM&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/5/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: I -I I Other: CONCRETE REPORT NO.: 09617054CRO20518-JK CONTRACTOR: PERMIT #: BLDG0506 INSPECTOR: Jordan Kain JURISDICTION: Edmonds WEATHER: Cloudy TEMP: 50 ° Supplier:1 Mlles Plant No. 1 125 1 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:45 I C013 I 202678 1 6.5 1 55 ° 1 50 ° Location: Placement Area Concrete placed on columns at at 7/F.5-I, G.6, 3/A.1, and 3/13 Remarks: Placed by crane and bucket Please Refer To Field Repot Number: Inspector :1 Jordan Kain Reported Batch DATA Cement Type Design Actual Mix No. 15LCD10 Cem. Lbs. 611 611 F. Ash lbs. C. Agg. Lbs 7/8-1450 1452 C. Agg. Lbs C. Agg. Lbs Sand Ibs 1370 1364 water 145 95 Admixture Admixture Admixture Air Ent. (OZIcw1.) Water Added On Job Site (Gals.) 30 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 1 6000 @ 28 days Date Specimens Rec'd: 1 2/6/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 61719-1 2/12/18 7 4.00 12.57 -- 51720 4110 1 CD 2 61719-2 3/5/18 28 4.00 12.57 -- 58000 4610 1 CD 2 61719-3 3/5/18 28 4.00 12.57 -- 62350 4960 1 CD 1 ASTM C1231 ASTM C1019 OTHER 61719-4 3/5/18 128 4.00 12.57 -- 60410 4810 1 CD 1 61719-5 3/5/18 281 4.00 12.57 -- 59480 4730 1 CD 2 Test Results Conforming Remarks: Results Reviewed By: Date: .6., Codes for Break Types: � j 1 2 3 L 4 I 5 6 Offices Serving The Western United States Concrete Report Effective 1013=17 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the a mluah a use of the client, and ray W be reproduced in any format wMM the wrNen permission of the client and xraaan B Associates. This report indicates ara inspeclors obsenation and testing results based on sf cordh ns and eonbactor acErMles. This information is abject to review prior is Mnal subrrfMi. By signing this report, our Inspector does not accept responsibility for r Udity of results. The same info ten has been prnyided by others m si e. or ,rr azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 8, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ri-�� (_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc K1azarl&Associate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT* 09617054 PROJECT: Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09s17054CRo2n71E-wR CONTRACTOR: Edmonds202O PERMIT #: BLDG2016-0506 INSPECTOR: William Bui JURISDICTION: Edmond WEATHER: Cloud TEMP: 49 ° Field Data Concrete: Other: Supplier: Mlles Plant No.� _� Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1: 01 pml C183 1 202864 n/a 1 6 62 °1 49 ° Location: Placement Area Columns level 1(3/(A.5, B, E.8, G, and H), E.5/4, H/2, G.5/3.5, 4.5/(G and G.5), and 5/(F.5 and G.5)) Remarks: Please Refer To Field Repot Number: 09617054DFRO20718-WB Inspector! I William Bui Reported Batch DATA Cement Type 7 1/ 11 Mix No. Carr Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Design Actual 15LCD10 611 610 1450 1440 490 485 1370 1360 87 al 67 1 37 Oz 1 37 1 Air Ent. (oz / cot.) Water Added On Job Site (Gals.) 15 gl Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 1 6000 @ 56 days I Date Specimens Rec'd: 1 2/8/2018 Cyl. Code I Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61755-1 2/14/18 7 4.00 12.57 -- 52250 4160 1 CD 1 61755-2 317/18 28 4.00 12.57 -- 73880 5880 1 CD 2 61755-3 4/4/18 56 61755-4 4/4/18 561 61755-5 4/4/18 561 1 Remarks: Results Reviewed By:j ` Date: 3-- I Codes for Break Types: _1 1 2 3 4 5 Offices Serving The Western United States Concrete Report Test Results Effective 101312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information Provided on this report Is prepared for theexclusive use of the chant,antl may not he reproduced In any formatwithout the mitten pannlasbn of the dient and Nrdan 8 Aswdales. Thn report indicates our Inapector's obseryatlon and testing results baser) an site coralitiona and conractoractodia. This lnfmmalion is subject to review pdmto final submitiaI. By signing this report, our Inspector does not accept responsibility fa velldfly of resuMs. ThesamemfonreranhasbeengoviledbyothersanaM. �� •arm KlaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 9, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 1V —� Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc U �I aZ 1 CORE BREAK \L &Associates, Inc. REPORT NO.: 17054CBRO20618-H Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: POUR DATE: 2/6/2018 DATE: 2/6/2018 CONTRACTOR: Edmonds202O PROJECT#: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post office INSPECTOR: HatemFarhat LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KRAZAN P.M.: Jeff Mercer WEATHER: Clear TEMP 45 Field Data Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: Cal, ortland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 260 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:17 am Sample Time: 8:18 am Field Notes Truck #: 7655 Level 1 street level shot-crete wall Ticket #: 1790496 Design Wts. Actual Wts. Mix No. 0864 0864 Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) mb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Hatem Farhat Laboratory Data Sample No. Max Agg. Size Design Strength: Avera a Diameter 5000psi @ 28 days Ratio of Max Aaq. To Diam. Date Specimens Redd: Uncapped Length 2/9/2018 Direction of Load 1 .375 2.72 0.137 5.25 Perpindicular 2 .375 2.72 0.137 5.20 Perpindicular 3 .375 2.72 0.137 5.26 Pe indicular 4 .375 2.72 0.137 5.22 Perpindicular ASTM C-39 Capped ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 ASTM C-1604 Cvl. Code Test Date Ana Lannth Diamatar I in Aran I nart Pcl C F Cnrr PSI F—Le T-.f.,l a., -1 2/13/2018 7 5.25 2.72 1.93 5.80 26550 4580 1.0 4580 1 CD -2 3/6/2018 28 5.20 2.72 1.91 5.80 36740 6330 1.0 6330 1 CD -3 3/6/2018 28 5.26 2.72 1.93 5.80 37350 6440 1.0 6440 2 CD -4 3/6/2018 28 5.22 2.72 1.92 5.80 36280 6260 1.0 6260 2 CD P.M. Review: 7&dkl Lab Data Reviewed By: �/(��- Date Reviewed: Date Reviewed: 3 9 -1 V 3 A-- I0 I Lab Test Results Conforming Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report The Irdormation p—rided on this report is prepared for the exclusive use of the client and may not be reproduced in any farm[ without the wnben permission of the client and kmran & Associates. This report indicates our inspeetore observation and tinting results based on as conditions and contractor activities. This information is subject to review prior to final submittal. By signing tds report, our inspector does not accept responsibility for validity of results. The same information has been provided by od ers on site. __Kr_aZaT1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 15, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. III S. CI_ Jeffrey Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198cn Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc � �an&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/14/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St. KA P.M.: Jeff Mercer Field Data Concrete: 15LCD10 I Other: CONCRETE REPORT NO.: CONTRACTOR PERMIT #: INSPECTOR JURISDICTION WEATHER: Supplier: Miles Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:30 1 C057 1 203145 1 6 1 64 ° 1 48 ° Location Placement Area column @3/E.5 Level 1 Remarks: Please Refer To Field Repot Number: Inspector: I Don Keller 7-71 Edmonds 2020 BLD20160506 Don Keller Edmond 09617054CRO21418-DK TEMP: Reported Batch DATA Cement Type Ill I Design Actual Mix No. 5.0 cem. Lbs. 3040 F. Ash lbs. C. Agg. Lbs 7360 C. Agg. Lbs 2460 C. Agg. Lbs Sand lbs 7040 Water 145.0 Admixture glen 104.0 oz. Admixture po! 997. 188.0 oz Admixture Air Ent. (oZ1cV&) Water Added On Job Site (Gals.) 2D Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 56 days I Date Specimens Rec'd: i 211512018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ►� 61863-1 2/21/18 7 4.00 12.57 -- 54860 4360 1 CD 2 ASTM C109 ASTM C617 TM C1231 ASTM C1019 OTHER 61863-2 3/14/18 28 4.00 12.57 -- 78960 6280 1 CD 1 61863-3 4/11/18 56 1 61863-4 4/11/18 56 61863-5 H Test Results Remarks: Results Reviewed By: Date: - for Break Types:L A 2 � y� 3 j� I ,l1 L 4� L 5 EjCodes 6 Offices Serving The Western United States concrete Report Effective 101312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The informallm praNded on this repod is prepared for the exclusive use of the client, and may not be reproduced In any formal without thew w permission of the client and Kramn a Asmclatss. This report indicates our inspectors obsenaGm and testing resuas base° on ails conditions and corrector acfrvilies. This Information Is subject to review prior to final submittal. By signing this report, our Inspects does not accept responsibility for valgily of results. The same Information has bsan prmided by oBiers on site. IF MEM*i -:.ow 'M�M=Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 20, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any .questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 4prJeffrey S. Mercer Operations Manager Pacific Northwest Division JSMAki 1 CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc %= ikrazG111&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/16/2018 PROJECT #: 09617054 PROJECT: Edmonds Post office LOCATION: 201 Main St Edmonds KA P.M.: Field Data Concrete: 15CLD10 I Other: CONCRETE REPORT NO.: CONTRACTOR: PERMIT #: INSPECTOR: _Hatem Farhat JURISDICTION: C WEATHER: Clear Supplier: MILES Plant No. 1 Everette Site l ix:�X Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight L12:12pml C055 1 203237 1 x 1 6" 1 64 ° 1 42 ° 1 x Location: Placement Area columns located at level 1 at the following grid: F/2,1.5 ; G/2,1.5 ; 1.8/D,E ; 2.4/A.5,13; D/2.8 ; 4/B ; 5/E.5 ; D.5/6.5 Remarks: Please Refer To Field Repot Number Inspector :I Hatem Farhat of Edmonds 17054CRO21618-HF TEMP: Reported Batch DATA Cement Type Design Actual Mix No.f 15CLD10 15CLD1( Carl Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg, Lbs Sand lb s Air Ent. (Oz/..) Water Added On Job Site (Gals.) Field Test ASTM Method C143 c1311 C1064 C173 C31 Other Laboratory Data Design Strength:[_5000 psi @ 28 days Date Specimens Rec'd: 2/19/2018 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By ' Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61898-1 2/23/18 7 4x8 12.57 — 54940 4370 1 CD 2 61898-2 3/16/18 28 4x8 12.57 -- 76660 6100 1 CD 1 61898-3 3/16/18 128 4x8 1 12.57 -- 78120 6210 1 CD 2 61898-4 3/16/18 28 4x8 12.57 -- 75300 5990 1 CD 2 61898-5 3/16/18 28 4x8 12.57 -- 78850 6270 1 CD 1 Test Results Conforming Remarks: Results Reviewed By: Date: 3-2C�� Codes for Break Types: Yp .... n 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information provided on this report is prepared for the exclusive use of the Gist, and may not be reproduced In any format wittW the written permission of the client end IGemn a Associates. This report indicatee our inspector's observatbn and lesting rinMs based on site concilwns and contractor activities. This information is subjeetto review prior to Mal submdlal. By signing this report, our inspector tices not accept responsibility for rAddy of results. The same lnformatlm has been provided bydhers m site. W.A=KrOLZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 21, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc I( zan &Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Date: 2/20/2018 Project #: 06717054 Project: POST OFFICE Location: 201 MAIN STREET, EDMO KA P.M.: JM WA MASONRY GROUT REPORT #: 17054MGRO22018-NTS Contractor: EDMONDS2020 Permit #: BLD20160506 Inspector: NIMA T. SHERPA Jurisdiction: CITY OF EDMONDS Weather: CLOUDY Temp: 38 ° Field Data GROUT Supplier SITE MIXED Plant No. N/A Site Mix Slump Grout Temp. Air Temp. Max/Min Temp. Time Truck# Ticket # % Air 1 (in.) (F) (F) (F) 12:24 1 55 ° 38 ° Grout Box Used Number of units used to form specimens 1 1 Placement Area: PT DECK REPAIR AREA Remarks: SITE MIXED GROUT SAMPLE WAS OBTAINED & (3) CUBES WERE CAST IN A CUBE MOLD FOR APPROPRIATE LABORATORY ASSESSMENTS. oment Numbers: Inspector: Nima T Sherpa Reviewed By: Reported Batch Data Mix No. I NSA Design Actual Weights Weights Cem.lbs. S S F. Ash lbs. I I C. agg. lbs. 1 T T C. agg. lbs. 2 E E C. agg. lbs. 3 Sand lbs. M M Water lbs. I I Air Ent. (oz) X X Other (oz) E E Other (oz) ❑ D Other (oz) Other (oz) Water Added (gal.) Field Test Methods ASTM C143 ASTM C136 ASTM C1064 ASTM C173 ASTM C31 Other ASTM C231 Design Strength: 7500 @ 28 days Date Specimens Redd.: Laboratory Data Laboratory Cyl. Code Test Date Age Mid Pt. Width (in) Height (in) Out of Plumb (%) Section Area (sq. in) Maximum Load (Ibs) Comp. Strength (psi) Test Time Set # Tested By Break Type Test Methods ASTM C39 ASTM C109 61937-1 3/20/18 7 1 2.0012.01 2.00 0 4.02 31110 7740 -- 1 CD 1 ASTM C617 61937-2 3/20/18 28 1.9912.00 2.00 0 3.98 42440 10660 -- 1 CD 1 ASTM C1019 61937-3 3/20/18 28 2.00/2.o1 2.00 0 4.02 40870 10170 -- 1 CD 1 dOther Test Results Conforming Remarks Results Reviewed ByILL Date Reviewed 1 Codes for Break Types: T li L �t - 1 H.- 2 3 4 5 6 Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Forth 04103 Revision 8 Effective 01-11-13 The information provided on thisreport is prepared f thaaclusive use of the client, end may not berepradumd in any formatwithoot the vmnen permission ofthe client and K—a&Assacietw. This report indicates our inspeebor's obscmtioc and testing asulta hosed on site conditions and contmetoractivities. This infonnalionisaabjwitorovimo,rMfnal submittal. By signing this report, ourinspectordces not accept responsibility farvalidity ofresults. Theserveinformationhasbeenpwvidedbyothmm site. Krazan& ASSOCIATES NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 23, 2018 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK,doc %dKruzari&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/22/2018 PROJECT* 09617054 PROJECT: Edmond P.O. LOCATION:.201 Main St KA P.M.: Field Data CONCRETE REPORT NO.: n9617n SdCRn999i8_cu CONTRACTOR: Edmonds 2020 PERMIT #: INSPECTOR: Eric Haines JURISDICTION: _City of Edmond WEATHER: Icy Concrete: X Other: Supplier: Mlles Plant No. 125 Site Mix: Time Truck # Ticket # 11 45 Slump Mix Air Unit % Air Inch Temp (F) Temp (F) Weight 141 203365 N/A 6.5 57 ° 27 ° NIA Location: Placement Area In top lift of the wall along the north side of the site Remarks: Please Refer To Field Repot Number Inspector: E Haines TEMP: 40 ° Reported Batch DATA Cement Type I/11 1 De si n Actual Mix No. 15LCD 10 cent. Lbs. 614# F. Ash lbs. C. Agg. Lbs 7/8" 1456# C. Agg. Lbs Pea 494# C. Agg. Lbs Sand Ibs 1418# Water 217# Admixture Poly 997 36.8 oZ Admixture Glen7500 21 OZ Admixture Air Ent. ( oz / cWt. ) Water Added On Job Site (Gals.) 30 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 28 days Date Specimens Rec'd: 1 2/23/2018 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Methc Code Date Cure Age Dia. Area # Load Strength # By ITYP ASTM C39 61959-1 3/1/18 7 4.00 12.57 -- 59640 4740 1 CD 2 ASTM C109 61959-2 3/22/18 28 4.00 12.57 -- 90160 7170 1 CD 1 ASTM C617 61959-3 3/22/18 1 28 4.00 12.57 — 92610 7370 1 CD 2 ASTM C1231 61959-4 3/22/18 281 4.00 12.57 -- 88350 7030 1 CD 1 ASTM C1019 61959-5 3/22/18 28 4.00 12.57 -- 91280 7260 1 CD 2 OTHER Test Results Remarks: Results Reviewed By: Date: Z3 _ Conforming Cpy odes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided on the report is prepared for the a IusNe use of the ellere. and may not ce be reprodu° In any fonnat without the vrtiffen permlad- of the client end Kreoen B Associates. This repot indicalse our inapedcft obsersehm and teeting results Weed on age conditions and mnlractor aoftfies. This information is subject bD review prior io Mal submittal. By signing this report, our inspecW does not accept reePwsibildy for validity of resutls. The same infor-Mon has been provided by oNers on she. =�=` _aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 30, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. -for Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc Wj(Lajan&Ass ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 3/20/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: I Other: CONCRETE REPORT NO.: CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny Supplier: Miles Plant No. I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 3: 15 prrij C082 j 204464 1 n/a 1 5 1 62 ° 47 ° Location: Placement Area Footing (5/1- existing) Remarks: Please Refer To Field Repot Number: 09617064DFR32018-WB Inspector: William Bui i 09617064CRO32018-WB TEMP: 47 ° Reported Batch DATA Cement Type Design Actual Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Air Ent. I� ( Oz / cwt. ) Water Added On Job Site (Gals.) 7 gl Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4000 @ 28 days I Date Specimens Rec'd: 1 3/21/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 62226-1 3/27/18 7 4.00 12.57 -- 46120 3670 1 CD 2 62226-2 4/17/18 28 ASTM C617 ASTM C1231 62226-3 4/17/18 1 28 62226-4 4/17/18 28 ASTM C1019 OTHER 62226-5 H Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: 1 rrm 1: I 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information pranded an this report is prepared for tha a usive use of fhe client, and may not Is, reproduced in any format without the wrftn permission of the dlism and Knxom B Associates. This report radiates our inspectors abssrration and twWV results based on site wnd'ebns and wrNactor sonfitnot, This information Is sublaot to review prior to Mal submittal. By signing this report, our inepecta does not xospt responsibility for Middy of reseAs. The same information hs , hnan provided by oMers on site. ,= aZ;an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 5, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. lzu� Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSMJlkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc �QIJQI�&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT #: 09617054 PROJECT: Post Office Phase 2 LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09617054CRO20718-WB CONTRACTOR: Edmonds202O PERMIT #: BLDG2016-0506 INSPECTOR: William Bui JURISDICTION: Edmond WEATHER: Cloudy Supplier: Mil 2S Plant No. 1 1 Site Mix: Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight 1: 01 pm C 183 202864 n/a 6 62 ° 49 ° Location: Placement Area Columns level 1(3/(A.5, B, E.8, G, and H), E.5/4, H/2, G.5/3.5, 4.5/(G and G.5), and 5/(F.5 and G.5)) Remarks: Please Refer To Field Repot Number: 09617054DFRO20718-WB Inspector: I William Bui TEMP: 49 ° Reported Batch DATA Cement Type Design Actual Mix No. 15LCD10 Cem. Lbs. 611 610 F. Ash lbs. C. Agg. Lbs 1450 1440 C. Agg, Lbs 490 485 C. Agg. Lbs Sand ibs 1370 1360 Water 87 gl 67 Admixture Admixture 37 OZ 37 Admixture Air Ent. (oz/cwt.) Water Added On Job Site (Gals.) 15 gl Field Test ASTM Method C143 C138 C1064 C173 C31 P Other Laboratory Data Design Strength: 6000 @ 56 days I Date Specimens Rec'd: 1 2/8/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 61755-1 2/14/18 7 4.00 12.57 -- 52250 4160 1 CD 1 61755-2 3/7/18, 28 4.00 12.57 -- 73880 5880 1 CD 2 ASTM C617 ASTM C1231 ASTM C1019 61755-3 4/4/18 156 4.00 12.57 — 88510 7040 1 NG 2 61755-4 4/4/18 56 4.00 12.57 -- 85320 6790 1 NG 1 61755-5 4/4/18 56 4.00 12.57 -- 86080 6850 1 NG 2 OTHER Test Results Remarks: Results Reviewed By: Codes for Break Types: !�{ 1 2 3 Date: 4 .,a e„ 5 Conforming 6 Concrete Report Offices Serving The Western United States Effective 10/312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided w this report is prepared for the exclusive use of the dient, and may not be.reproduced in any format ,Uwut the wrdten permission of the cllem and Kreoun B Associates. This report. indicates our Inspector's ebserva0on and!estlng muffs based wait condition anti emaracter acGrilles. This information is subject to review prior tofinal submittal. By signing this report, our inspector does not accept responsibility fn validity of results. The sate information has been provided by othem on s'de. —Krazan& INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 12, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc -.....d KraZan & A s s o c i a t e s, l nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/14/2018 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St. KA P.M.: Jeff Mercer CONCRETE REPORT NO.: naai7nsdrRng1a1u-nir CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Don Keller JURISDICTION: Edmond WEATHER: Field Data Concrete: 15LCD10 Other: Supplier: Mlles Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:30 1 C057 1 203145 6 64 ° 48 ° Location: Placement Area column @3/E.5 Level 1 Remarks: Please Refer To Field Repot Number: Inspector: Don Keller TEMP: Reported Batch DATA Cement Type Design Actual Mix No, 5.0 Cem. Lbs. 3040 F. Ash Ibs. C. Agg. Lbs 7360 C. Agg. Lbs 2460 C. Agg. Lbs Sand Its 7040 Water 145.0 Admixture Ulen 104.0 oz. Admixture pol 997 188.0 oz Admixture Air Ent. (oz/cwt.) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 56 days Date Specimens Rec'd: 1 2/15/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 61863-1 2/21/18 7 4.00 12.57 -- 54860 4360 1 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61863-2 3/14/18 28 4.00 12.57 -- 78960 6280 1 CD 1 61863-3 4/11/18 156 4.00 12.57 -- 99860 7940 1 CD 1 61863-4 4/11/18 156 4.00 j 12.57 -- 101420 8070 1 CD 1 61863-5 4/11/18 56 4.00 12.57 -- 101880 8110 1 CD 1 Test Results Conforming Remarks: Results Reviewed By: I_ Date: I Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report Is prepared fora a e," ushm use of the client, ,it may not be reproduced!in any format without the wrftn permission of the client and IG®n 8 Associates. This report indicates our inspectors ohsm2tion and testing mutts tutl on sesite condiilons and contractor actlurtles. This Information is subject to reviaw pdnrto final submittal. By signing my reliant, our inspector does not accept responsibility for validity of results. The same Information has been prorid d by others on she 14(r1.L�an& A s s o c I a t e s, I n c. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT #: 09617054 PROJECT: Post Office Phase 2 LOCATION: 201 Main St KA P.M.: Corbett Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09517054CRO20718-WB -2 CONTRACTOR: Edmonds202O PERMIT* BLDG2016-0506 INSPECTOR: William Bull JURISDICTION: Edmonds WEATHER: Cloud Supplier: Plant No. Site Mix: �X Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight Location: Level 1 I/1.8 Placement Area Remarks: Three 2x4 cylinders sample Please Refer To Field Repot Number: Inspector:1 William Bui TEMP: 51 ° Reported Batch DATA Cement Type i Mix Cem.I F. Ash C. Agg. C. Agg. C. Agg. Sand 4 Actual Air Ent. (oz t avt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6500 @ 28 days Date Specimens Rec'd: 2/8/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 61764-1 2/14/18 7 2.00 3.14 -- 10520 3350 2 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 61764-2 3/7/18 28 2.00 3.14 -- 15280 4870 2 CD 1 61764-3 4/4/18 156 2.00 1 3.14 -- 21160 6740 2 CD 2 Test Results Conforming Remarks: Results Reviewed By: Date: ,IZ—'I Codes for Break Types: ® 1 i t 2 A� 4 LU 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 1013/'2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infatuation pwk M on this report is prepared for the exclusive use of the client, and my not be reproduced to any format Mi out the wrifer permission of the Uwnar t 4 Kreran B Assocates. This report indkefes our imp tors obsenation and testing nsulls based on site condition —tra ctor tractor adMdee. This information is subject to review prior to flrwl submittal. By signing this report, our inspector dues not accept responsibility for validity of resutls. The same information has been prmideif bydhere on site. ,tea' •ate m==--& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 13, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc ��,.iL�l&Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/5/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 0g617054CR040518-WB CONTRACTOR: Edmonds202O PERMIT #: BLDG 2016 0506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Rainnin❑ Supplier: Mlles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # %Air Inch Temp (F) Temp (F) Weight 1: 01 Prnj C138 1 204971 n/a 5 62 ° 1 44 ° Location: Pour back (1/1- E) Placement Area Remarks: Please Refer To Field Repot Number: 09617054DFR4518-WB Inspector:1 William Bui TEMP: 44 ° Reported Batch DATA Cement Type Design Actual Mix No. 156000 Cent. Lbs. 600 606 F. Ash Ibs. 100 99 C. Agg. Lbs 1260 1251 C. Agg. Lbs 600 596 C. Agg. Lbs Sand Ibs 1295 1285 Water 120 al 96 1 36 Oz 1 36 1 Air Ent. (ozifcot.) Water Added On Job Site (Gals.) 7 gl Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 5000 @ 28 days Date Specimens Rec'd: 4/6/2018 Cyl. Test Field wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 62382-1 4/12/18 7 4.00 12.57 -- 80770 6430 1 CD 1 ASTM C109 62382-2 5/3/18 28 ASTM C617 62382-3 5/3/18 28 ASTM C1231 62382-4 5/3/18 28 ASTM C1019 62382-5 H OTHER Test Results Remarks: Results Reviewed By: Date: -� r '-. F Codes for Break Types: i� .r'k i El ! 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infomialbn provided m this report's prepared for the inolusive use of the dierd, and may not be reproduced In any forma[ v ,ut the written perm'ssion of the dkM and Krazan 8 Associates. This report indiestes our Inspector's observation and testing results based on sitewndff— andmnbactarsothirbse. This information issubjedto revlewpri final submilml. Bystgning this report, uurinspecter does not accept respoistbilitpforvalldltyof resuHs. Thesameinfoored n has been promoted bydhesan sds. %�.-SKI'aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 18, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. )ac'k.�. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/1kj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc ME &Associate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 3/20/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CR032018-WB CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny TEMP: 47 ° Field Data Concrete: Other: Supplier: Miles Plant No. ` Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 13:15pml C082 1 204464 1 n/a 5 62 ° I 47 ° Location: Placement Area Footing (5/1- existing) Remarks: Please Refer To Field Repot Number: 09617054DFR32018-WB Inspector : I William Bui Reported Batch DATA Cement Type L I/I I Actual Mix No. 25503P Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Air Ent. (oz / cwt. ) Water Added On Job Site (Gals.) 7 gl Field Test ASTM Method C172 C143 I C138 C1064 C231 C31 Other Laboratory Data Design Strength:1 4000 28 days I Date Specimens Rec'd: 1 3/21/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 62226-1 3/27/18 7 4.00 12.57 -- 46120 3670 1 CD 2 ASTM C109 62226-2 4/17/18 128 4.00 12.57 -- 62630 4980 1 CD 1 ASTM C617 62226-3 4/17/18 28 4.00 12.57 -- 64860 5160 1 CD 1 ASTM C1231 62226-4 4/17/18 28 4.00 1 12.57 -- 61730 4910 1 CD 1 ASTM C1019 62226-5 4/17/18 28 4.00 12.57 -- 63250 5030 1 CD 2 OTHER Test Results Remarks: Results Reviewed By:Date: • ( / Conforming Codes for Break Types: d i 41 1 2 3 111 4 �� 5 6J Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided onthmreport lsprepared for the «assretoo of the client, and inay not be reproduced In any format without the written penhission of the client and I(— & Assocrad- This report indicates our inspectors observation and testing results based on site cisdifi— and contractor activities. This Information is subjal to review prior to fioel submittal. By algning this report, our inspector doss not accept responsibility for validity of results. The same information has been provided by others on she. �a �r -- al� & ASSOCIATES, INC.__ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 19, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 4JJ,,, Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc K. a an&Associates, Inc. Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09617054CRO41118-WB -1 CONTRACTOR: Edmonds2020 PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny Supplier: Mlles Plant No. I I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:15 1 C138 1 205210 n/a 1 6.5 1 62 Location: Placement Area Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617054DFR41118-WB Inspector :I William Bui TEMP: 48 ° Reported Batch DATA Cement Type Design Actual Mix No. 156000 Cam. Lbs. 600 599 F. Ash lbs. 100 100 C. Agg. Lbs 1260 1251 C. Agg. Lbs 600 596 C. Agg. Lbs Sand Ibs 1295 1285 Water 300 gl 280 Admixture Admixture 36 Oz 36 Admixture Air Ent. (oz / cwt. ) Water Added On Job Site (Gals.) 1 10 gl Field Test ASTM Method C172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: j 6000 @ 28 days Date Specimens Rec'd: 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 62241-1 4/16/18 X 5 4.00 12.57 -- 71460 5680 1 CD 1 62241-2 4116/18 X 5 4.00 12.57 -- 70370 5600 1 CD 2 62241-3 4/16118 X 1 5 1 4.00 12.57 -- 71800 1 5710 1 1 CD 1 62241-4 4/18/18 7 4.00 12.57 -- 80170 6380 1 CD 1 ASTM C1019 62241-5 5/9/18 28 1 OTHER 62241-6 5/9/18 28 1 62241-7 5/9/18 28 1 62241-8 H 1 Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: L 1 2 3 4 5 (( 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The infoonatlon prodded on this repart is prepared for the exclusive use of the client, and may not hs reproduced In any fa neat w thavt the written pemrissbn of the dlent aril Kmren B Associates. This report indicates our inspectors observation and testing resifts based on site oaildlgnns andcortractara Wies. This information is-Ii to review piar to final submittal. By signing this report, our inspector does mt accept responsibility far validity Of —ft. The same information has been provided bydhars onsde. j6W.M. 1�(!wall&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CRO41118-WB -2 CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny TEMP: 49 ° Field Data Concrete: Other: Supplier: Miles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:15 1 C054 1 205234 n/a 6.5 1 63 ° 49 ° Location: Placement Area Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617054DFR41118-WB Inspector :I William Bui Reported Batch DATA Cement Type Design Actual Mix No. 156000 Cam. Lbs. 600 601 F. Ash lbs. 100 99 C. Agg. Lbs 1260 1251 C. Agg. Lbs 600 596 C. Agg. Lbs Sand Ibs 1295 1285 water 300 al 280 1 36 Oz 1 36 1 Air Ent. (oz/cot.) Water Added On Job Site (Gals.) 10 gl Field Test ASTM Method C172 C143 7 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000 a@ 28 days Date Specimens Rec'd: 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62440-1 4/16/18 X 5 4.00 12.57 -- 41050 3270 2 CD 2 ASTM C109 62440-2 4/16/18 X 5 4.00 12.57 -- 40400 3210 2 CD 2 ASTM C617 62440-3 4/16/18 X 5 4.00 12.57 -- 42730 3400 2 CD 1 ASTM C1231 62440-4 4/18/18 7 4.00 12.57 -- 83120 6610 2 CD 1 ASTM C1019 62440-5 5/9/18 28 2 OTHER 62440-6 5/9/18 28 2 62440-7 5/9/18 281 2 62440-8 H 1 2 Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: 1 -I 2 3 4 L� 5 111 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Tacoma (253) 939-2500 The Information provided on this repod is prepared for the avclusWe use of the client, and may not be reproduced In any format Without thawriQen permission ofthe client and Weoah B Associates. This report!ragoides our inspat,r's observation and testing results based on site ccntldions and conirador activities. This information Is subject to review pear to final submittal. By signing this report, our inspector does not accept responslblldy for validly of results. The same information has been pmVitled by others on site. -I(raZ;al&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: I Other: CONCRETE REPORT NO.: 09617054CRO41118-WB -3 CONTRACTOR: Edmonds2020 PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Rainning TEMP: 49 ° Supplier: Miles Plant No. 1 7 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:01 pml C185 1 205251 1 n/a 1 6.5 1 63 ° 49 ° Location Placement Area Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617064DFR41118-WB Inspector : I William Bui Reported Batch DATA Cement Type Design Actual Mix No. 156000 Cam. Lbs. 600 599 F. Ash lbs. 100 99 C. Agg. Lbs 1260 1250 C. Agg. Lbs 600 595 C. Agg. Lbs Sand Ibs 1295 1284 Water 300 q I 279 1 36 Oz 1 36 1' Air Ent. ( oz / curl. ) Water Added On Job Site (Gals.) 10 gl Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 +� ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62439-1 4/16/18 X 5 4.00 12.57 -- 68860 5480 3 CD 1 62439-2 4/16/18 X 5 4.00 12.57 -- 69740 5550 3 CD 1 62439-3 4/16/18 X 5 1 4.00 1 12.57 -- 67860 5400 3 CD 1 62439-4 4/18/18 7 4.00 12.57 -- 82190 6540 3 CD 1 62439-5 5/9/18 28 3 62439-6 5/9/18 28 3 62439-7 5/9/18 28 1 3 162439-811 3 1 Test Results Remarks: Results Reviewed By: Date: - 7d . I Codes for Break Types: rj� 1 D- 2 3 4 F5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for theeoclusive use of the client, and may not be reproduced in any lonnatwNiout the written permisslen of the client and Krann B Ases°Iffias. This report Indicates our inspector's observation and lesliag results based on site candit:are and contractor activities. This Intonation is subject to review prior to final%brnipsl. By signing this report, our impactor does not accept responsibildy for validity of results. The same Information has been pmvlded by others on site. Kor aZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 25, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. l ktl"�_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc -m■ tl ari&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/17/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data CONCRETE REPORT NO.: CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny Concrete: I Other: Supplier: Mlles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # IN, Air Inch Temp (F) Temp (F) Weight 11: 15 1 C 184 205511 1 n/a 1 5.5 1 63 ° I 47 ° Location: Placement Area Level 2 Columns (A/2, A/3, 13/2, B/3, C/1, C/2, D/1.8, F/2, G/2, H.2/1.8, H.1/2.8, and G.5/3.5) Remarks: Please Refer To Field Repot Number: 09617054DFR41718-WB Inspector: William Bui Laboratory Data Design Strength: 6000 g 28 days Cyl. Test Field Wt. Max Comp. Code Date Cure Age Dia. Area # Load Strengtt 62491-1 4/24/18 7 4.00 12.57 -- 64450 5130 62491-2 5/15/18 28 62491-3 5/15/18 28 62491-4 5/15/18 28 62491-5 1 H Concrete Report 09617054CRO41718-WB TEMP: 47 ° Reported Cement Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. ( Cz / wat. ) Water Batch Type Design DATA Ill I Actual 15LCD10 611 611 1450 1441 490 485 1370 1360 116 g 1 100 37 Oz 37 Added On Job (Gals.) Site 10 gl Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Date Specimens Rec'd: j 4/18/2018 Set Tested Brk Test Methc # By Typ ASTM C39 1 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Results Reviewed=11-�- Date: Codes for Break Types:_ 4 5 6 Offices Serving The Western United States Test Results Effective 02/22/201a Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The imornenionprartdedon, this report isprepared for the s.cmsi": of Ina client, and ney M be reproduced In any IsnrhatyAth= tha, wrifien penhisslon of tt. 11jent and K—h & Assocesse. This eW indicates our, nspectofs observation and testing restnts based an site conchhons and cddreder actWiss. This infamatbn is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validdy of resub. The same Infonnatlon has been provided by others on site. == C.l.Z;ln & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 30, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. "'�/ J Jj,.... �.. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc KrGz&Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/19/2018 PROJECT* 09617054 PROJECT: Edmonds Post office LOCATION: 201 Main St Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15CLD10 Other: CONCRETE REPORT NO.: CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: Hatem Farhat JURISDICTION: C WEATHER: Clear Supplier: I MILES i Plant No. I Everette 1 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:05pm C045 1 104430 x 1 6" 1 52 7T-47'—T x Location: Placement Area columns located at level 1 at the following grid: I/1.8, G/3, 4.5/G.5,G, F/1.5, G/1.5, E/1, D/1, D/1.8, C/1, D/2.8.13.5/1.8. Remarks: Please Refer To Field Repot Number: Inspector: I Hatem Farhat 17054CRO41918-HF of Edmonds TEMP: Reported Batch DATA Cement Type I/I Design Actual Mix No. 15CLD10 15CLD10 Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Air Ent. (Oz/cwt.) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C131 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 psi o@ 28 days Date Specimens Rec'd: t 4/20/2018 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62529-1 4/26118 7 4x8 12.57 -- 80290 6390 1 CD 2 ASTM C109 62529-2 5/17/18 28 4x8 1 ASTM C617 62529-3 5/17/18 128 4x8 1 ASTM C1231 62529-4 5/17/18 28 4x8 1 ASTM C1019 OTHER Test Results Remarks: Results Reviewed By:1 IR 14A, Date: _ v .- t Codes for Break Types:1^ 1� 2 3 4 5(_d 6 Offices Serving The Western United States Concrete Report Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Theinformationprovidedonthisrapmtlsprepared forths seclusive ussoffhe client, arW may not be reproduced in anyfonradwlthoutthewritten permission "a cland and K—n B Associates_ This reponlndicates our inspector's ols—Ulyn and testing results based on sltecondAb,s aM contrapor activities. This information is sublecttm reviewptlorto final submittal. By signing this report, our inspeetardoes not —apt responsibility, ror validdy of results. Theacmesfmrmatbnhasbeenproddedby othersonsda. '1116? E :. s -.=. <xazal & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 1, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. �'U""L Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc -1(f'aZan&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/23/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15LCD10 Other: CONCRETE REPORT NO.: 09617054CRO42318-YA -1 CONTRACTOR: Edmonds202O PERMIT* BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Sunny TEMP: 54 ° Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight 12:157 C048 1 205809 7 1 57 ° 1 54 ° Placement Area Location: Columns(Level 2 North east quarter of the deck, approximately @ 6/1, 6/G.7, 6/F.6, 5/1, 5/G.7, 5/F.6, 5/E.6, 5/D.5, 4.3/1, 4.3/E.6. 3.5/1, 3/E.6) Remarks: The contractor used bucket to deliver the concrete and mechanically consolidated the concrete. One set of (5:1-7days, 3-28days, and 1- hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR4232018YA Inspector : L Yosief Abraha Reported Batch DATA Cement Type I -II Design Actual Unix No. 15LCD10 15LCD10 Cam. Lbs. 611 607 F. Ash lbs. C. Agg. Lbs 7/8 1450 1439 C. Agg. Lbs 3/8 490 485 C. Agg. Lbs Sand Ids 1370 1363 Water 29 I 25 I Admixture GLENIUM 21. 20o2: Admixture M13 POLY 37.1 37oz Admixture Air Ent. (Oz / cvA. ) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 7 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000psi @ 28 days Date Specimens Rec'd: 4/24/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk ITYP Test Method ASTM C39 ASTM C109 62564-1 4/30/18 7 4.00 12.57 -- 57150 4550 1 CD 2 62564-2 5/21/18 28 ASTM C617 62564-3 5/21/18 28 ASTM C1231 ASTM C1019 OTHER 62564-4 5/21/18 28 62564-5 H Test Results Remarks: Results Reviewed By: Date: — Codes for Break Types: l n L.J 1 f^ 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided an this report is prepared for the emiusive use of the dient, and may rest be reproduced in any format without the wrMm permission of the Giant and Krszan B Assooiales. This report indicates our inspactar's observation end teeing results band an site candlticns and contractor adivitiss. This information is subject to revises prior to final submittal. By %going this report, our Inspector does net accept responsibility far validity of results. The same Information has been pmMded by others an site. I GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 6, 2019 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CA,r Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK KrazamAssociates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/29/2019 PROJECT #: 09617054 PROJECT: Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CRO42919-SS -1 CONTRACTOR: Edmonds 2020 PERMIT M BLD2016-05-06 INSPECTOR: Susheel Sharma JURISDICTION: City of Edmonds WEATHER: Sunny TEMP _Field Data Concrete: X Other: Supplier: Mlles Plant No. X Site Mix: Slump Mix Air Unit Time Truck # Ticket # %Air Inch Temp (F) Temp (F) Weight 7:40 1 C186 1 221495 1 6 1/2 1 60 ° 1 47 ° Location: Placement Area Slab On Deck grid line @ 3-5/1-A' and Wall grid line @ 3/1-A' Remarks: The contractor placed the concrete by pump and was mechanically consolidated. Admixtures in order = Glenium & MBZ Please Refer To Field Repot Number: 09617064FR4292019SS-1 Laboratory Data Cyl. Test Field Code Date Cure 66556-1 5/6/19 66556-2 5/27/19 66556-3 5/27/19 66556-4 5/27/19 Concrete Report Inspector :I Susheel Sharma A7 ° Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. A99. Lbs C. Agg. Lbs C. Agg. Lbs Sand ibs Design Actual 156000 156000 600 594 100 101 7/8-1280 1276 3/8-600 598 1350 1337 250 226 30.0 30 12.0 12 Air Ent. (Oz / cvvt. ) 11 Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Design Strength: 6000 al 28 days Date Specimens Rec'd: 4/30/2019 Wt. T Max Comp. Set Tested Brk Test Method Dia. Area # Load Strength # I BY TYP ASTM C39 4.00 12.57 -- 66810 5320 1 BAW 1 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Results Reviewed By: Date: --lasis Codes for Break Types: L� d 9 DP 1 2 3 4 5 6 Offices Serving The Western United States Test Results Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for tha exclusive use ofthe client, and may not be reproduced In any format without the written permission of the client and Kraean e Asanclates. This report indicates our inspector's observation and teshi results basedl an site conditions and contractor ac ivdles. This information is subject to review prior to final submittal. By signing this report, our inspeobr does not accept responsibility for validity of results. The same information has been farMad by mnem on site. �- & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 9, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198'h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc Kruz��&Associate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/27/2018 _ PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15LCD10 Other: CONCRETE REPORT NO.: 09617054CRO42718-YA -1 CONTRACTOR: Edmonds20/20 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudv Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight 8:00 1 C138 1 206112 F 5 57 ° 50 ° Location: Placement Area Columns(Level 2 to 3@ grid line 4.5/13, 5/13, 5/C.8, 5.5/B, 6/13, 6/C.5, 6/D.5, 6/D.5, 6.8/13, 6.8/C.5, 6.8/D.5, D.8/F.5, D.8/G.5, 6.8/1-1.5), Shear walls(level 2-3 @ grid E.5/6-7 and I/2-3) and Stair walls(level 2) Remarks: The superintendant took half a bucket of concrete for strength testing. NB: The sample may be damaged because one of the workers dropped it 4.5 hrs after it was poured in the bucket Please Refer To Field Repot Number: 09617054DFR4272018YA Inspector : E Yosief Abraha TEMP: 50 ° Reported Batch DATA Cement Type ' 1-II Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs. 611 617 F. Ash lbs. C. Agg. Lbs 7/8 1450 1448 C. Agg. Lbs 3/8 490 487 C. Agg. Lbs Sand Ibs 1370 1360 water 29 I 27 Admixture GLENIUM21oz 21 oz Admixture MB POLY 37. 37oz Admixture Air Ent. ( oz / cwt.) Water Added On Job Site (Gals.) Field Test ASTM Method C 172 C143 C1311 C1064 C231 C31 H Other Laboratory Data Design Strength: 6000psi @ 28 days Date Specimens Rec'd: 4/30/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set + # Tested By Brk Typ Test Method ASTM C39 ASTM C109 62645-1 5/7118 bucket 10 2.72 5.81 -- 22580 3890 1 CD 2 62645-2 5/25/18 28 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62645-3 5/25/18 28 62645-4 5/25/18 28 Test Results Remarks: Results Reviewed By: Date: I Codes for Break Types, Yp 1 2 3 4 t 5 6 Offices Serving The Western United States Concrete Report Effective 02l2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Intention provided on this report is prepared fortheeaclusNe use ofthe orient, and may net be reproduced In a nyformatwhhotthe wriden pemtissian ofthe elierdand Kreran 8 Associates. This report indicates our inspector`s observation andt hag results based on alteconditions end contractor activities. This infomlation is subject to review pdor to final submNal. By signing this report, our inspector does not accept responsibility for validity of results. The rams information has been provided by others on die. Im _ Z Ran & ASSOCIATES, I NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 10, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc 1��azamAssociates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: i Other: CONCRETE REPORT NO.: 09617064CRO41118-WB -1 CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunnv Supplier: Mlles Plant No. I j Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:15 1 C 138 1 205210 n/a 1 6.5 1 62 ° 1 48 ° Location: Placement Area Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617054DFR411118-WB Inspector :I William Bui i TEMP: 48 ° Reported Batch DATA Cement Type Ill I Design Actual Mix No. 156000 Cam. Lbs. 600 599 F. Ash lbs. 100 100 C. Agg. Lbs 1260 1251 C. Agg. Lbs 600 596 C. Agg. Lbs Sand tis 1295 1285 1 Water 300 y I I 280 1 36 Oz 1 36 1 Air Ent. ( Oz / am.) Water Added On Job Site (Gals.) 1 10 gl Field Test ASTM Method C 172 C143 7 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 V ASTM C109 62241-1 4/16/18 X 5 4.00 12.57 -- 71460 5680 1 CD 1 62241-2 4/16/18 X 5 4.00 12.57 -- 70370 5600 1 CD 2 ASTM C617 ASTM C1231 62241-3 4/16/18 X 5 4.00 12.57 -- 71800 5710 1 CD 1 62241-4 4/18/18 7 4.00 12.57 -- 80170 6380 1 CD 1 ASTM C1019 OTHER 62241-5 519/18 128 4.00 12.57 -- 105180 8370 1 CD 1 62241-6 5/9/18 281 4.00 12.57 -- 107340 8540 1 CD 1 62241-7 5/9/18 28 4.00 12.57 -- 106220 8450 1 CD J1 62241-8 5/9/18 281 4.00 12.57 -- 107550 1 8560 1 CD 12 Test Results Conforming Remarks: Results Reviewed By: Date: _ ( Codes for Break Types: i �j if �_.� 1 2 iA t� 3 4 r L 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/201 B Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 ThelnfomiatonproNtledonth'ereportisprepared for the exclusive use of fro died, and may not be reproduced in any format without the writm permission ofthe dient and Kracan B Associales. This report indicates our impectcr'a observation and lasing results based on site conditions and cordractor activities. This info ,m n re subjwtW review prior to final wbmRWl. By signirg this report, our inspector dues not accept responsibility for valldRy of result. The same infowatlon has been pro ded by N em on site. &Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09617054CRO41118-WB -2 CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny TEMP: 49 ° Supplier: Mlles Plant No. T j Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:15 j C054 1 205234 1 n/a 1 6.5 1 63 ° 1 49 ° Placement Area Location: Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617054DFR41118-WB Inspector: I William Bui Reported Batch DATA Cement Type Ill I Actual Mix No. 156000 Cem. Lbs. 600 601 F. Ash lbs. 100 99 C. Agg. Lbs 1260 1251 C. Agg. Lbs 600 596 C. Agg. Lbs Sandlbsl 1295 1 1285 W.Ierl 300 al 1 280 1 36 Oz 1 36 1 Air Ent. ( oz / cwt. ) Water Added On Job Site (Gals.) 10 gl Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000 @ 28 days I Date Specimens Rec'd: 1 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 62440-1 4/16/18 X 5 4.00 12.57 -- 41050 3270 2 CD 2 62440-2 4/16/18 X 5 4.00 12.57 -- 40400 3210 2 CD 2 ASTM C617 62440-3 4/16/18 X 1 5 4.00 12.57 -- 42730 3400 2 CD 1 ASTM C1231 62440-4 4/18/18 7 4.00 12.57 -- 83120 1 6610 2 CD 1 ASTM C1019 62440-5 5/9118 28 4.00 1 12.57 -- 115220 9170 2 CD 1 OTHER 62440-6 5/9/18 28 4.00 12.57 -- 113650 9040 2 CD 1 62440-7 5/9/18 28 4.00 12.57 -- 112880 8980 2 CD 2 62440-8 5/9/18 28 4.00 12.57 -- 114610 9120 2 CD 1 Test Results Conforming Remarks: Results Reviewed By: Date: , I Codes for Break Types: �f 1 (� 2 t3 4 Y ! L� 5 ELL 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information provided ch this report is proponent for the Mlusive use of the client, antl may not he repmducoo In any format without the wrtdm permission of the client and Kruan B Assooiates. This report indicatecowinspedor's observation aM testing resubsbosed on sMe conditions antl contractor activities. This information is subject to review pdarto final wbmibal. By signing this report, our inspector does not accept responsibility for valltlity of reaufts. The same Info ion has been pWdetl by otlte on s4e. I RI!id l(mzan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/11 /2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: I Other: CONCRETE REPORT NO.: 09617054CRO41118-WB -3 CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Rainning Supplier: Mlles Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:01 pm C185 1 205251 1 n/a 6.5 1 63 ° 1 49 ° Location: Placement Area Level 2 PT deck + Wall (3/ 1- EXA) Remarks: Please Refer To Field Repot Number: 09617064DFR41118-WB inspector : I William Bui TEMP: 49 ° Reported Batch DATA Cement Type I/I I Design Actual Mix No. 156000 Cam. Lbs. 600 599 F. Ash lbs. 100 99 C. Agg. Lbs 1260 1250 c. Agg. Lbs 600 595 C. Agg. Lbs Sand Its 1295 1284 Water 30091 279 Admixture Admixture 36 Oz 36 Admixture Air Ent. (oz/am.) Water Added On Job Site (Gals.) 10 gl Field Test ASTM Method C172 C143 C138 H C1064 C231 C31 Other Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 4/12/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 62439-1 4/16/18 X 5 4.00 12.57 -- 68860 5480 3 CD 1 62439-2 4/16/18 X 5 4.00 12.57 -- 69740 5550 3 CD 1 62439-3 4/16/18 X 1 5 4.00 1 12.57 -- 67860 1 5400 3 CD 1 62439-4 4/18/18 7 4.00 12.57 -- 82190 6540 3 CD 1 ASTM C1019 OTHER 62439-5 5/9/18 28 4.00 12.57 -- 115560 9190 3 CD 1 62439-6 5/9/18 28 4.00 12.57 -- 113720 9050 3 CD 1 62439-7 5/9/18 28 4.00 12.57 -- 115080 9160 3 CD 1 62439-8 1 5/9/181 281 4.00 12.57 1-1 117240 1 9330 3 CD 11 Test Results Conforming Remarks: Results Reviewed By: f Date: ., { Codes for Break Types: 1 2 3 L.-..1 4 E 5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infomration prm WW on this report is pre pared for the exclusive use of the client, and may not be reproduoed in any format without the writ[en permission of the client and Krezan B Associates. This report indicates, our inepeolm, o1,sannlion and testing me,b based on site contlilions and contractor activdi�. This information is subject W review pdorto final wbmldal. By signing this report, wr inspector does not accept responsiGldy for validlty of results. The same information has been provided by others on ate. z =- An CaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 16, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. I& Jjv�,,,. 4. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSN VIkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc W-Wi-azamAssoci ates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/17/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: j 1.Other: CONCRETE REPORT NO.: 09617064CRO41718-WB CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Sunny TEMP: 47 ° Supplier: Mlles I Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11: 15 1 C184 1 205511 n/a 1 5.5 1 63 ° 1 47 ° Location: Placement Area Level 2 Columns (A/2, A/3, B/2, B/3, C/1, C/2, D/1.8, F/2, G/2, H.2/1.8, H.1/2.8, and G.5/3.5) Remarks: Please Refer To Field Repot Number: 09617054DFR41718-WB Inspector :I William Bui Reported Batch DATA Cement Type n Actual Mix No. 15LCD10 Cern. Lbs. 611 1 611 F. Ash lbs. C. Agg. Lb. 1450 1441 C. Agg. Lbs 490 1 485 C. Agg. Lbs Sand Ibs 1370 1 1360 Water 116.,,I 1 100 1 37 Oz 1 37 1 Air Ent. ( Oz / cvvt. ) Water Added On Job Site (Gals.) 10 gl Field Test ASTM Method C172 C143 7 C138 C1064 7 C231 C31 7 Other Laboratory Data Design Strength: 6000 @ 28 days j Date Specimens Rec'd: 1 4/18/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62491-1 4/24118 7 4.00 12.57 -- 64450 5130 1 CD 2 ASTM C109 62491-2 5/15/18 28 4.00 12.57 -- 80240 6380 1 CD 2 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62491-3 5/15118 28 4.00 1 12.57 -- 83340 6630 1 1 CD 2 62491-4 5/15/18 28 4.00 12.57 -- 84210 6700 1 CD 1 62491-5 5/15/18 28 4.00 12.57 -- 82080 6530 1 CD 2 ------------ Test Results Conforming Remarks: Results Reviewed By: ifDate: Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information pmrided on this reportis prepared Wtheexclusive use oftheclient, and maynw be repmduond in anyformalwithout thewritten permission othhe Ghent,nd 1 n8 Associates. This report Indleates our Inspector's observatim arrd testing resutisbased on site conditions aM cordractor acdvtiles. This Information is subject to review phor to final submittal. By signing this report, our inspxlordoss nal accept responslbility for validity of resutis. The same,,formation has been pravidab by others an site. ANAL. ia� IOF & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 18, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spec, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc =� Krazari&Associ ate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/19/2018 PROJECT #: 09617054 PROJECT: Edmonds Post office LOCATION: 201 Main St Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15CLD10 I Other: CONCRETE REPORT NO.: 17054CRO41918-HF CONTRACTOR: Edmonds202O PERMIT #: BLDG20160506 INSPECTOR: Hatem Farhat JURISDICTION: City of Edmonds WEATHER: Clear TEMP: Supplier: I MILES i Plant No. I Everette Site Mix:�X Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight 2:05pm I C045 1 104430 x 1 6" 1 52 ° 47 ° x Location Placement Area columns located at level 1 at the following grid: I/1.8, G/3, 4.5/G.5,G, F/1.5, G/1.5, E/1, D/1, D/1.8, C/1, D/2.8,B.5/1.8. Remarks: Please Refer To Field Repot Number: Inspector: I Hatem Farhat Reported Batch DATA Cement Type Design Actual Mix No. 15CLD10 15CLD10 Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg, Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: L 5000 psi 28 da s Date Specimens Rec'd: 1 4/20/2018 Cyl. Code Test Date Field Cure Age Dim. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62529-1 4/26/18 7 4x8 12.57 -- 80290 6390 1 CD 2 ASTM C109 62529-2 5/17/18 28 4x8 12.57 -- 88310 7030 I 1 CD 2 ASTM C617 62529-3 5/17/18 1 28 4x8 12.57 -- 90540 7200 1 1 CD 2 ASTM C1231 ASTM C1019 OTHER 62529-4 5/17/18 28 4x8 12.57 -- 91360 7270 1 CD 1 Test Results Conforming Remarks: Results Reviewed By: 1 _k A, Date: 1 Codes for Break Types: 7-71 tAl t! LJ I 1 2 i t S 3 4 5 I 6 Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information provided on this report is prepared for the escluaros use of the client, and may not be reproduced in myformal enlhoul the wrltlen permission of the client and ruaaan a Assocetes. This report Indicates our lnspatlofs ahae nation and testing rewMs based on site eund lions and caMrsclor acgvdies. This information is subject to review prior to Mal subml ey signing this report, our inspedw does not accept responsibility fwwlidXy of resuas. The same bNomiatien has been provided by otherson arts. ,+ lq — &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 22, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc All �Aa - t1Q. ati&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/23/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CR042318-YA -1 CONTRACTOR: Edmonds202O PERMIT * BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds _ WEATHER: Sunny TEMP Field Data Concrete: 15LCD 10 Other: Supplier: MILES Plant No. 125 + Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:15 1 C048 j 205809 1 1 7 1 57 p 54 ° Location Placement Area Columns(Level 2 North east quarter of the deck, approximately 6/1, 6/G.7, 6/F.6, 5/1, 5/G.7, 5/F.6, 5/E.6, 5/D.5, 4.3/1, 4.3/E.6, 3.5/1, 3/E.6) Remarks: The contractor used bucket to deliver the concrete and mechanically consolidated the concrete. One set of (5:1-7days, 3-28days, and 1- hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR4232018YA Laboratory Data Cyl. j Test Field Code Date Cure 62564-1 4/30/18 62564-2 5/21 /18 62564-3 5/21 /18 62564-4 5/21 /18 62564-5 5/21 /18 Concrete Report Inspector:1 Yosief Abraha Design Strength: 6000psi @ 28 days Dia. Area wt. # Max Load Comp. Strengtt 4.00 12.57 -- 57150 4550 4.00 12.57 -- 73310 5830 4.00 12.57 -- 74220 5900 4.00 12.57 -- 71560 5690 4.00 12.57 -- 72000 5730 Remarks: Results Reviewed 54 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs. 611 607 F. Ash lbs. C. Agg. Lbs 7181450 1439 C. Agg. Lbs 3/8 490 485 C. Agg. Lbs Sand Ibs 1370 1363 Water 29 I 25gl Admixture GLENIUM21oz 20oZ Admixture MB POLY 37. 370Z Admixture Air Ent. (ozl cwt.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Date Specimens Rec'd:1 4/24/201 Set Tested Brk # By Typ 1 CD 2 1 CD 1 1 CD 1 1 CD 2 1 CD 1 ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Test Results r Conforming Codes for Break Types: 1� 1 2 3 4 5 iii 6JJ Offices Serving The Western United States Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information Provided on this report Is prepared for the exclusive use of the client, and my not be reproduced in any turn d withuA the written perisslon mof the client and Knaan & Associates. This report indicates our inspectors observation and testing resubs based on ads condbors and contractor aetivllles. This Information is sublcct W review prior to final submittal. By signing this report, our inspector does not accept responsibility for valll of resuRs. The same information has been provided by others an ails. 1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 29, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. fUUUA_,C__ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVIki CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc WKrazan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/27/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15LCD10 Other: CONCRETE REPORT NO.: 09617054CRO42718-YA -1 CONTRACTOR: Edmonds20/20 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy TEMP: 50 ° Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:00 1 C 138 1 206112 1 5 1 57 ° 1 50 ° Location: Placement Area Columns(Level 2 to 3@ grid line 4.5/13, 5/13, 5/C.8, 5.5/13, 6/B, 6/C.5, 6/D.5, 6/D.5, 6.8/13, 6.8/C.5, 6.8/D.5, D.8/F.5, D.8/G.5, 6.8/H.5), Shear walls(level 2-3 @ grid E.5/6-7 and 1/2-3) and Stair walls(level 2) Remarks: The superintendant took half a bucket of concrete for strength testing. NB: The sample may be damaged because one of the workers dropped it 4.5 hrs after it was poured in the bucket Please Refer To Field Repot Number: 09617054DFR4272018YA Inspector: I Yosief Abraha Reported Batch DATA Cement Type 1 1-II Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs. 611 617 F. Ash lbs. C. Agg. Lbs 7/8 1450 1448 C. Agg. Lbs 318 490 487 C. Agg. Lbs Sand lbs 1370 1360 water 29g 1 27 Admixture GLENIUM21oz 21 OZ Admixture MB POLY 37oz 37oZ Admixture Air Ent. (OzIom- Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C136 C1064 C231 C31 Other Laboratory Data Design Strength: 6000psi @ 28 days Date Specimens Rec'd: J 4/3012018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 62645-1 5/7/18 bucket 10 2.72 5.81 -- 22580 3890 1 CD 2 62645-2 5/25/18 28 2.72 5.81 -- 35610 6130 1 CD 1 62645-3 5/25/18 128 2.72 5.81 -- 35240 6070 1 1 CD 1 62645-4 5/25/18 28 2.72 5.81 -- 36120 6220 1 CD 1 ASTM C1019 OTHER Test Results Conforming Remarks: Results Reviewed By: Date: Codes for Break Types: 1 1 r 2 }tly 3 q 4 I 1 5 ttt 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The mformationp—ledonthis report ispraparedfor the e.aasmause ofthe diemn ,andmaynotbereproeabedinanyformwithoutmaw,ibenpmmorwamame�m nimonua,eniandnA—Wes. Thl:repones—reporsab�e.vailonandr�ingreaultabaaaro bad and contractor acWdes. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility W validity, or results. The same Infmnagon has been pmvkled by others on site. E GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 29, 2019 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK ? ll(f'aZ;an& A s s o c i a t e s, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/29/2019 PROJECT* 09617054 PROJECT: Post Office LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: naa17nsdcRna9o,10 cc -4 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-05-06 INSPECTOR: Susheel Sharma JURISDICTION: City of Edmonds WEATHER: Sunny TEMP: 47 ° Field Data Concrete: X Other: L 1 Supplier: MIIeS Plant No.X Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:40 1 C186 221495 6 1/2 60 ° 47 ° Location: Placement Area Slab On Deck grid line @ 3-5/1-A' and Wall grid line @ 3/1-A' Remarks: The contractor placed the concrete by pump and was mechanically consolidated. Admixtures in order = Glenium & MBZ Please Refer To Field Repot Number: 09617054FR4292019SS-1 Inspector:Inspector:L Susheel Sharma Reported Batch DATA Cement Type I/I I Desintn Actual Mix No.1 1560001 156000 Cam. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture 600 594 100 101 7/8-1280 1276 3/8-600 598 1350 1337 250 226 30.0 30 12.0 12 Air Ent. (ozI cwt.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength:L 6000 @ 28 da s j Date Specimens Rec'd: 4/30/2019 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 66556-1 5/6/19 7 4.00 12.57 -- 66810 5320 1 BAW 1 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 66556-2 5/27/19 28 4.00 12.57 -- 87860 6990 1 BAW 1 66556-3 5/27/19 28 4.00 12.57 -- 86750 6900 1 BAW 1 66556-4 5/27/19 28 4.00 12.57 -- 88250 7020 1 BAW 1 66556-5 5/27/19 28 4.00 12.57 -- 90210 7180 1 BAW 1 OTHER Test Results Remarks: Results Reviewed By: Date: Conforming Codes for Break Types:L,7T—, r� _fV 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 Thelnformation providedonthis report:e prepared for the a lusive use ofthe dint, and may W be reproduced In any banal without the wriRen permisalenofthecfentand K-een&Assoeales. This report indicates our inspector's absenation and testing reaultabasedansleooMlions and omRreoter ectiv ni This information la subject to re i,, prior to final submi ey algning Mani our inspeda doas not ri responsibility for validity of resuas. The same inbmallon has been provided by oMers on site. Mwl -%i & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 4, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. �or Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc w2za11&Associates,lnc. _ Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 156000 Other: CONCRETE REPORT NO.: 09617064CRO52518-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. 1 125 1 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:15 1 C 138 1 207378 1 6 1 63 ° 1 53 ° Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR5252018YA Inspector: I Yosief Abraha j TEMP: 53 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 156000 156000 Cam. Lbs. 600 600 F. Ash lbs. 100 100 C. Agg. Lbs 7/8 1260 1264 C. Agg. Lbs 3/8 600 594 C. Agg. Lbs Sand Ibs 1295 1285 Water 30GL 28 Admixture GLE 36 oz 36 Admixture MBZ 1807-1 18 Air Ent. ( oz I cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C 172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000psi @ 28 days Date Specimens Rec'd:1 5/29/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested Brk By ITYP Test Method ASTM C39 •� ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62958-1 5/29/18 X 4 4.00 12.57 -- 74960 5960 1 CD 1 62958-2 5/29/18 X 4 4.00 12.57 -- 72770 1 5790 1 CD 1 62958-3 5/29/18 X 4 4.00 12.57 -- 75280 5990 1 CD 1 62958-4 6/1/18 7 4.00 12.57 -- 82480 6560 1 CD 1 62958-5 6/22/18 281 62958-6 6/22/18 28 62958-7 6/22/18 28 162958-81 Test Results Remarks: Results Reviewed By: Date: -Ll t Codes for Break Types: p L..-. y _ 1 i L l 2 thi4 3 4 ! L 1 5 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The Information provided an this report is prepared for the a 1usNe use of the client, and may not be reproduced In any format without the mitten permission of the client and Kral n 8 Associates. This report indicates our Inspeetaft observation and 1WIng results based on ads condhor.s antl conhactoracfivgies.'hisinformation lsaubJact to renew pd., to final submittal. By signing this report, our Inspector does not accept responsibility for valldrty of results. The sari infect —on bes been prohded ty others on s te. ME K -azari&Associates, Inc. _ Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT* 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09R17nridCR0ri9Fi R_VO.9 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudv Field Data Concrete: 156000 Other: Supplier: MILES f Plant No. 125 —� Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) TemD (F) Weiaht 8:45 1 C060 1 207394 6 1 64 ° 53 ° Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617064DFR5252018YA Inspector : Yosief Abraha TEMP: 53 ° Reported Batch DATA Cement Type I -II Desian Actual Mix N°.1 1560001 156000 cam I he F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture 600 596 100 99 7/8 1260 1252 3/8 600 594 1295 1287 30GL 28 GLE 36 oz 36 MBZ 18OZ 18 Air Ent. (Cz/am. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 6000psi C 28 days I Date Specimens Rec'd: J 5/29/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62959-1 5/29/18 X 4 4.00 12.57 — 71590 5700 2 CD 2 ASTM C109 62959-2 5/29/18 X 4 4.00 12.57 -- 69210 5510 2 CD 1 ASTM C617 62959-3 5/29/18 X 1 4 4.00 12.57 -- 71140 5660 2 CD 1 ASTM C1231 62959-4 611/18 7 4.00 12.57 -- 80290 6390 2 CD 1 ASTM C1019 62959-5 6/22/18 28 OTHER 62959-6 6/22/18 28 62959-7 6/22/18 28 62959-8 h Test Results Remarks: Results Reviewed By: _ Date: IR Codes for Break Types: ar . 1� V `Uj 1— r^� 2 j S 4 5� 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infor-doe provided on this report Is prepared! for the exclusive use of the client, and may not be reproduced many forma[ w tlmul tha wmten peonisabn of the diamond Kraaar. & Associstea. This report intlbates cur inspwiots observmbon and testing muh based on site wnddicns andcontractoracfivdies. This Inlarmabon is subjecttc reviewprerto final submittal. Bysigning this report, our inspectordoes not accept responsibilityforvalidilyofresults. Thesameinformationhasbeenprovid bydhersw,R- Ce- azan&Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 156000 Other: CONCRETE REPORT NO.: 09617054CROB2518-YA -3 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant Not 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:15 1 C139 1 207409 1 6 1 64 ° 1 55 ° Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617064DFR5252018YA Inspector:Inspector:i Yosief Abraha TEMP: 55 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 156000 156000 Cem. Lbs. 600 600 F. Ash lbs. 100 100 C. Agg. Lbs 7/8 1260 1264 C. Agg. Lbs 3/8 600 594 C. Agg. Lbs Sand Ibs 1295 1285 Water 30GL 28 Admixture GLE 36 oz 36 Admixture MBZ 18OZ 18 Admixture Air Ent. (oz 1 twt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C133 C1064 C231 C31 H Other Laboratory Data Design Strength: 5000 si @ 28 days I Date Specimens Rec'd: 1 5/29/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 62960-1 5/29/18 X 4 4.00 12.57 — 64230 5110 3 CD 2 62960-2 5/29/18 X 4 4.00 12.57 -- 66250 5270 3 CD 2 62960-3 5/29/18 X 1 4 4.00 1 12.57 -- 63410 1 5040 3 CD 1 62960-4 6/1/18 7 4.00 12.57 -- 76530 6090 3 CD 2 ASTM C1019 62960-5 6/22/18 28 OTHER 62960-6 6/22/18 28 62960-7 6/22/18 28 162960-81 h j Test Results Remarks: Results Reviewed By: Date: 4P Codes for Break Types: ElLi 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infomrstton provided on this report Is prepared far the eadusha use of the dle t. and may not be reproduced in arty format vnflput the written pethisston of the diets and Kraan & Assodates. Th'rs report indicates our inspectors observation and testing mub based an site condition, and eantredor activities, This information is subject to review prior to foal submittal. By signing this report, our inspector does not accept responsibility for validity of resuits. The sere information has been pno m byothers on ate. -V.Xa Zan&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 21, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Qi1AA_,, (-- Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNUlki CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/23/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St KA P.M.: JSM CONCRETE REPORT NO.: 09617054CR052319-DIR CONTRACTOR: Edmonds202O LLC PERMIT #: BLD20160506 INSPECTOR: Dave Bale JURISDICTION: Edmonds WEATHER: sunny TEMP: 70 ° Field Data Concrete: X Other: Supplier: Mlles S & G Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # %Air Inch Temp (F) Temp (F) Weight 7 1 74° 70° Location Placement Area walls for trash enclosure/dumpster at level 1 Remarks: 1 gallon of Glenium added on site Please Refer To Field Repot Number Inspector:[ Dave Bale Reported Batch DATA Cement Type Ill I Design Actual Mix N°.I 07500 i 07500 Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture 600 597 1650 1652 1580 1630 266 250 36oz 36oz Air Ent. (oz/cwl.) Water Added On Job Site (Gals.) 19 Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 5/24/21 Cyl. Test Code Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested ByI Brk Typ Test Method ASTM C39 62941-1 5/30/18 7 4.00 12.57 -- 63150 5020 1 CD 2 ASTM C109 62941-2 6/20/18 28 4.00 12.57 -- 81620 6490 1 CD 1 ASTM C617 62941-3 6/20/18 1 281 4.00 12.57 -- 83000 6600 1 1 CD 2 ASTM C1231 62941-4 6/20/18 1281 4.00 12.57 — 80420 6400 1 CD 2 ASTM C1019 OTHER 62941-5 6/20/18 128 4.00 12.57 -- 79810 6350 1 CD 1 1 Test Results Conforming Remarks: Results Reviewed By: Date: .. 2,. ( Codes for Break Types:! 1 ^, 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information piwdedon thisreportis prepared forth' exdudw use ofthedleit, and may not be reproduced in any formate outfhew npermission Itheclient and IQaaan&Assoclats. This raportindicates our inzpa r'sobservation Wresting result based oh see canditism aM mnfraofor activities. This infonnali°n is subject to reNeH ptorto Mal submhtal. By signirg this repot, our inspector does not accept r ,ponsibildy for validty of rmults. The same information has been prwided by ogle on site. �--= &Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/23/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete:. 151-CD10 Other: CONCRETE REPORT NO.: 09617054CRO42318-YA -1 CONTRACTOR: Edmonds202O PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Sunny Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:15 1 C048 205809 7 1 57 754 ° Location: Placement Area Columns(Level 2 North east quarter of the deck, approximately @ 6/I, 6/G.7, 6/F.6, 5/I, 5/G.7, 5/F.6, 5/E.6, 5/D.5, 4.3/I, 4.3/E.6, 3.5/I, 3/E.6) Remarks: The contractor used bucket to deliver the concrete and mechanically consolidated the concrete. One set of (5:1-7days, 3-28days, and 1- hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR4232018YA Inspector:Inspector:E Yosief Abraha TEMP: 54 Reported Batch DATA Cement Type I -II Design Actual Mix No. 15LCD10 15LCD10 Cam. Lbs. 611 607 F. Ash lbs. C. Agg. Lbs 7/8 1450 1439 C. Agg. Lbs 3/8 490 485 C. Agg. Lbs Sand Ibs 1370 1363 Water 29 I 25 I Admixture G�ENIUM21m 20OZ Admixture N.B POLY 37. 37oz Admixture Air Ent. (oz/cWt.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: 6000psi @ 56 days I Date Specimens Rec'd: 1 4/24/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 62564-1 4/30/18 7 4.00 12.57 -- 57150 4550 1 CD 2 62564-2 5/21/18 28 4.00 12.57 -- 74820 5950 1 CD 1 ASTM C617 62564-3 6/18/18 56 4.00 12.57 --t 78630 6260 1 CD 1 ASTM C1231 62564-4 6/18/18 56 4.00 12.57 -- 79850 6350 1 CD 1 ASTM C1019 62564-5 6/18/18 56 4.00 12.57 -- 78110 6210 1 CD 2 OTHER Test Results Remarks: Conforming Results Reviewed By: Date: Codes for Break Types:/� ry— ` I� r SSr `y'i'a; I, 1 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the evelusive use of the client, and may not be reproduoetl in any formal without the mitten pennlselon of the talent and Knuan B Assoeades. This mood iMiralas our Inspectors of sar ation and testing mufs based on As conditions and oentrector activities. This information is subject to review prior fo final submittal. By signing this report, our inspector does net accept responsibility for validity, of results. The same infatuation has been prooded by diners on she. H(XaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 25, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. lIk C. jJ-"- Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc guKraza1&Associates, Inc. Geotechnical Engineering is Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 156000 Other: CONCRETE REPORT NO.: 09617054CRO52518-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 7:15 1 C138 1 207378 1 6 1 63 ° 53 ° i Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR5252018YA Inspector: Yosief Abraha TEMP: 53 ° Reported Batch DATA Cement Type 14 Design Actual M.N.. 156000 156000 Cem. Lbs. 600 600 F. Ash lbs. 100 100 C. Agg. Lbs 7/8 1260 1264 C. Agg. Lbs 3/8 600 594 C. Agg. Lbs Sand Ibs 1295 1285 Water 30GL 28 Admixture GLE 36 oz 36 Admixture MBZ 18OZ 18 Admixture Air Ent. (Oz/sort.). Water Added On Job Site (Gals.) Field Test ASTM Method C 172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: 6000psi 28 da s Date Specimens Rec'd: 5l29/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 62958-1 5/29/18 X 4 4.00 12.57 -- 74960 5960 1 CD 1 62958-2 5/29/18 X 4 4.00 12.57 -- 72770 5790 1 CD 1 62958-3 5/29/18 X 1 4 4.00 12.57 -- 75280 5990 1 CD 11 62958-4 6/1/18 7 4.00 12.57 -- 82480 6560 1 CD 11 62958-5 6/22118 28 4.00 12.57 -- 109220 8690 1 CD 11 62958-6 6/22/18 281 4.00 12.57 -- 112430 8940 1 CD 11 11 62958-7 6/22/18 28 4.00 12.57 -- 111510 8870 1 CD 62958-8 6/22/18 1 281 4.00 12.57 -- 108820 8660 1 CD 11 Test Results Conforming Remarks: Results Reviewed By: Date: . zco 4 Codes for Break Types: i l 'kr ----' 1 _ 2 711 3 4 5 i 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5514 is Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information prmeded on this report is prepared for the inclusive use of the client, and may oet be reproduced In any format viN!out the wndush permission of the client and Kraan & Aseaelates. This report indicates our inspector's obaervation and teal results and contractor sol eban . This information Is subject to reviex poor to final submittal. By signing this report, our inspector does not accept responsibility for valitlity, or results. The same infomstion has been provided by others on ski. n/J &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 156000 1 Other: CONCRETE REPORT NO.: 09617054CRO52518-YA -2 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:45 1 C060 1 207394 1 6 1 64 ° 1 53 ° Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617064DFR5252018YA Inspector: I Yosief Abraha TEMP: 53 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 156000 156000 Cem. Lbs. 600 596 F. Ash lbs. 100 99 C. Agg. Lbs 7/8 1260 1252 C. Agg. Lbs 3/8 600 594 C. Agg. Lbs Sand lbs 1295 1287 Water 30GL 28 Admixture GLE 36 oz 36 Admixture MBZ 18OZ 18 Admixture Air Ent. (oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C 172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: 6000psi 2 28 days Date Specimens Rec'd: 5/29/2018; Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Type Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 62959-1 5/29/18 X 4 4.00 12.57 -- 71590 5700 2 CD 2 62959-2 5/29/18 X 4 4.00 12.57 -- 69210 5510 2 CD 1 62959-3 5/29118 X 4 4.00 12.57 -- 71140 5660 2 1 CD 1 62959-4 6/1/18 7 4.00 12.57 -- 80290 6390 2 CD 1 62959-5 6/22/18 28 4.00 12.57 -- 106070 8440 2 CD 1 OTHER 62959-6 6/22/18 28 4.00 12.57 -- 110210 8770 2 CD 1 11 62959-7 6/22/18 28 4.00 12.57 -- 108350 8620 2 CD 62959-8 6/22/18 281 4.00 12.57 -- 109460 8710 2 CD 11 Test Results Remarks: Results Reviewed By: Date: . Z Conforming Codes for Break Types: 1 2 3 4 5 [[ 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The informSirm pr Mded on this report Is preparedforthe —1—use of the client, and maynot he reproduced in anyformatmlhout thewriltm pemisslon ofthe client and xm &Ass lea. This report Indicates ourhosl—Wesob.-tion and[¢sling resultsb and ecnt=lor a Yirilles- This Infamy is subject to review poor to final Submlhal. By Signing this report, our inspector does not accept responsiblitir fc—lidity of results. The same informatron has been pr.v]dM by olham en .b. Awn- ill ImAll K1 QZM&Associates, l nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/25/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CRO62618-YA -3 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy TEMP Field Data Concrete: 156000 Other: Supplier: MILES Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:15 1 C139 1 207409 1 6 64 ° 1 55 ° Location: PT-Deck(level 3) Placement Area Remarks: The contractor placed by pump truck and mechanical vibrator was used for consolidation. Three sets of (8: 3-field cured, 1-7days, 3- 28days, and 1-Hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR5252018YA Inspector: I Yosief Abraha Laboratory Data Design Strength: I 6000psi @ 28 days Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strengtt 62960-1 5/29/18 X 4 4.00 12.57 — 64230 5110 62960-2 5/29/18 X 4 4.00 12.57 -- 66250 5270 62960-3 5/29/18 X 4 4.00 12.57 -- 63410 5040 62960-4 6/1/18 1 7 4.00 12.57 -- 76530 6090 62960-5 6/22/18 28 4.00 12.57 -- 108260 8610 62960-6 6/22/18 28 4.00 12.57 -- 106540 8480 62960-7 6/22/18 28 4.00 12.57 -- 109300 8700 62960-8 6/22/18 28 4.00 12.57 -- 106810 8500 Remarks: Results Reviewed Codes for Break Types. Concrete Report 55 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 156000 156000 Cam. Lbs. 600 600 F. Ash lbs. 100 100 C. Agg. Lbs 7/8 1260 1264 C. Agg. Lbs 3/8 600 594 C. Agg. Lbs Sand Ibs 1295 1285 Water 30GL 28 Admixture GLE 36 oz 36 Admixture MBZ 180Z 18 Air Ent. ( cz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Date Specimens Rec'd: 1 5/29/201 Set Tested Brk # By Typ 3 CD 2 3 CD 2 3 CD 1 3 CD 2 3 CD 1 3 CD 1 3 CD 1 3 CD 1 By. Date: I (p (o - �.� AI1i1IL _13 1 2 3 4 5 Offices Serving The Western United States ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Test Results Conforming Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Mannatlnn provided on this report is prepared for the ewlusive use of the client, and may not be repmduced In any farmat vdthcut the written permisslon of the diem and Kneen 8 Associates, This report Indicates eur inspector's observation and tesfing results andcontractor activdies. This Infonna0on is wbject to review prior to 9nai submittal. By signing this report, our inspector does not accept responsibility f°• validity, of rewhe. The same information has been prorltletl by When; on site. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 21, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spec, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. akk4-,, 4- Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc r<f�aZal&Ass ociate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 9/13/2018 PROJECT* 09617054 PROJECT: Post Office Phase 2 LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 07500 Other: CONCRETE REPORT NO.: 09617054CRO91318-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. L 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:20 1 C059 212071 1 5 65 ° 57 ° Location: Placement Area Wall(level 1 @ grid A-H/1-2 and 1-7/A-B) Remarks: The contractor placed by pump line and mechanical vibrator was used for consolidation. Please Refer To Field Repot Number: 09617054DFR9132018YA Inspector : Yosief Abraha TEMP: 55 ° Reported Batch DATA Cement Type I -II Design Actual Mix N°. 07500 07500 Cem. Lbs. 600 596 F. Ash lbs. C. Agg. Lbs 3/8 1650 1644 C. Agg. Lbs C. Agg. Lbs Send Ibs 1580 1583 water 3291 28g1 Admixture MB POLY 36oz 36 oz Air Ent. (oz/cm. ) Water Added On Job Site (Gals.) 25 Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4000psi @ 28 days Date Specimens Rec'd: 9/14/2018 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 64255-1 9/20/18 7 4.00 12.57 -- 47740 3800 1 BAW 2 ASTM C109 64255-2 10/11/18 28 ASTM C617 64255-3 10/11/18 1 28 1 TM C1231 64255-4 10111 /18 28 ASTM C 1019 64255-5 H OTHER Test Results Remarks: Results Reviewed By: Date: — z �Fp� IA A Codes for Break Types: � � � i�i( �" � 1 �-_ _.� 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 0212212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infwmatnn preWded on this report is prepared tw tre aaelusive use of the c11-1. and may not be repratloced in any farmat wthmA the writes penusson ofm, client and K—B Associates. Th6,qdindicatmwrinspcoe,,bsarvaWnarM flnprewllabaseAonsitecwddion and eonireetw acliillea. This Informenn is wbjecl to review prior to anal wbmtlal. By signing this report, cur inspeelor does not accept respwh Wi ty farwlidity of resat,. The same iMomhetien has been pmvid d by othere on ate. SS GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 12, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc �. QLJ�li l&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 9/13/2018 PROJECT* 09617054 PROJECT: Post Office Phase 2 LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 07500 Other: CONCRETE REPORT NO.: 09617054CRO91318-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: CRy of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 8:20 C059 1 212071 1 5 65 ° 1 57 ° l l Location: Placement Area 1 @ grid A-H/1-2 and 1-7/A-B) Remarks: The contractor placed by pump line and mechanical vibrator was used for consolidation. Please Refer To Field Repot Number: 09617054DFR9132018YA Inspector :1. Yosief Abraha TEMP: 55 ° Reported Batch DATA Cement Type 1 1-II Design Actual Mix No.1 07500 1 07500 Cent. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Waterl Admixlure 600 596 3/8 1650 1644 1 1580 1583 3291 28 I MB POLY 36oz 36 oz Air Ent. ( oz ! awl. ) Water Added On Job Site (Gals.) 25 Field Test ASTM Method C172 C143 7 C138 C1064 C231 C31 Other Laboratory Data Design Strength:] 4000psi @ 28 days 1 Date Specimens Rec'd: 9/14/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 64255-1 9/20/18 7 4.00 12.57 -- 47740 f 3800 3 BAW 2 ASTM C109 64255-2 10/11/18 28 4.00 12.57 -- 57440 4570 3 BAW 2 ASTM C617 64255-3 10/11/18 28 4.00 12.57 -- 57690 4590 3 1 BAW 2 ASTM C1231 ASTM C1019 OTHER 64255-4 10/11/18 128 4.00 12.57 -- 57730 4590 3 BAW 2 64255-5 H 4.00 12.57 -- 57700 4590 3 BAW 2 Test Results Conforming Remarks: Results Reviewed By: Date: �l Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 TN infomWlnn p-ldsd on lhlsreport K prepared fordaf ex W.K. use of the dleld. and my not be roplod—ni In any format without the wraten permission of the clbnt and KnuanB Aaaocieles. This report lydlraImourolnapedor's eba don and Ming raeuha Wood on a% eongiMb and cnrbeclor acbt les. This inlwmatbn is subfxt to rwm prim to 1i submittal. 6y awning Mis raw, our Inspector does not accept responsUity for valioily of reculls. The R infer —lion tree bw prwWW by oll re on site, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 6, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRKdoc %16 Krazan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 10/30/2017 PROJECT #: 09617054 PROJECT: EPO 2 LOCATION: 201 Main Street KA P.M.: Mercer Field Data Concrete: X Other: CONCRETE REPORT NO.: 09617054CR103017-CC -1 CONTRACTOR: Edmonds 20/20 PERMIT #: BLDG2016-0506 INSPECTOR: Christopher Congdon JURISDICTION: Edmonds WEATHER: Sunny TEMP: 52 ° Supplier: L Mlles Plant No. I Everett Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:53 1 082 1 198710 N/A 1 4.5 1 63 ° 1 52 ° I N/A Location: Placement Area Mat footing for stair core @ C.6-E/3.5-4.7 Remarks: (1) Set of (5) 4x8 cylinders cast from load #1 (10cy). Admixture listed on right = MB Poly 997. Placed by pump and mechanically consolidated. W/C ratio .502 Please Refer To Field Repot Number: 09617054DFR10302017CC Inspector :1 Christopher Congdon Reported Batch DATA Cement Type I/II Design Actual Mix No. 025503P 025503P Cam. Lbs. 517 515 F. Ash lbs. N/A N/A C. Agg. Lbs 7/8-1550 1550 C. Agg. Lbs 3/8-300 297 C. Agg. Lbs N/A N/A Sand Ibs 1490 1485 Water 259 242 Admixture 16.0 oz 15.6 oz Admixture N/A N/A Admixture N/A N/A Air Ent. N/A N/A (O:/cws.) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 4000 @- 28 days I Date Specimens Rec'd: 1 10/31/2017 Cyl. Code I Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 60531-1 11/6/17 7 4.00 12.57 -- 56160 4470 1 CD 3 ASTM C109 ASTM C617 60531-2 11/27/17 28 1 60531-3 11/27/17 28 1 ASTM C1231 60531-4 11/27/17 28 1 ASTM C1019 OTHER 60531-5 H 1 Test Results Remarks: Results Reviewed By: Date: —1 % Codes for Break Types: 1 2 3 4 D 5 6 Offices Serving The Western United States Concrete Report Effective 1002017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The bdormallun provided onthb report is prepared fortheetmhrelue use ortheorient,end may notbe reproduced In arryformatxiamd theerritlen permbsfon of ihecrientand Krarnn B Associates. This report Mkates ots Inspedoes observation andbestinB result based on sitecooditlor6 arM cmtraetor ectirities. This inbrmetion Is subject to raAm prior Oo final submittal. By sgnin this report. our InspocMr doss nor accept respcnsibirdyfw w idityO naafis. Tha gems bdmmdm hn been provided by otw an aft. ddKrazari&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 10/30/2017 PROJECT #: 09617054 PROJECT: EPO 2 LOCATION: 201 Main Street KA P.M.: Mercer Field Data Concrete: X Other: CONCRETE REPORT NO.: 09617054CR103017-Cc -2 CONTRACTOR: Edmonds 20/20 PERMIT #: BLDG2016-0506 INSPECTOR: Christopher Congdon _ JURISDICTION: Edmonds WEATHER: Sunny TEMP: 55 ° Supplierl Miles Sand & Gravel Plant No. Everett site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 3:20 1 137 1 198769 N/A 1 5.5 1 67 ° 1 55 ° I N/A Location Placement Area Perimeter Continuous Footing @ 1/A-C Remarks: (1) Set of (5) 4x8 cylinders cast from load #1 (10cy). Admixture listed on right = MB Poly 997. Placed by pump and mechanically consolidated. W/C ratio .498 Please Refer To Field Repot Number: Inspector : Christopher Conlydon Reported Batch DATA Cement Type Ill I Design Actual Mix No. 025503P 025503P Cam. Lbs. 517 515 F. Ash ms. N/A N/A C. Agg. Lbs 7/8-1550 1550 C. Agg. Lbs 318-300 297 C. Agg. Lbs N/A N/A Sand Ibs 1490 1493 Water 259 240 Admixture 16.0 oz 16.0 oz Admixture N/A N/A Admixture Air Ent. (Oz / cwL Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 V4 C173 C31 Other Laboratory Data Design Strength: 4000 �c:v 28 days I Date Specimens Rec'd: 1 10/31/2017 Cyl. Code I Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 60530-1 11/6/17 7 4.00 12.57 -- 59460 4730 2 CD 3 60530-2 11/27/17 28 2 60530-3 11/27/17 28 2 60530-4 11/27/17 28 2 60530-5 1 H 2 Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 1002017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The edmmetion provk1ed on We report h prepersa for the exckmWe use of the client, and may not be reproduced in aM I...t widwut the --ten peimbsbn ofthe client and Kncorn B yweoeiates. This report indicates our inspectors°bservationand t sting resuhs bee den she conditne end—tuiclor-Mee. ThishrormeEm Issubix breNwvpftbflnWsubmhtW. Byeignhg this re{ MduninspwWdoesmt.xeptrespdnsibtiityfevwgdkydrsafe. The—infvmetimhesbeanpmlkl dbydthoradoorb. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 15, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spec, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. TES, INC. Jeffrey S. Division JSM/]kj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 - (425) 485-5519 - FAX (425) 485-6837 With Offices Serving the Western United States 09617054 6RK.doc IF F q ADW vKrazan &Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /3/2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office 2 LOCATION: 201 Main Street KA P.M.: Mercer CONCRETE REPORT NO.: nsa17n.Rar_R11ns47 CONTRACTOR: Edmonds 20/20 PERMIT #: BLDG2016-0506 INSPECTOR: Christopher Congdon JURISDICTION: Edmonds WEATHER: Rain/Snow TEMP: 38 ° Field Data Concrete: X Other: Supplier: Miles Sand & Gravel Plant No. Everett Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:37 1 140 1 199077 N/A 1 4.75 1 64° 1 38° I N/A Location: Placement Area Spread Footings @ 1.8/A.4 & 1.8/C Remarks: (1) Set of (5) 4x8 cylinders cast from load 91 (3cy). Admixture listed on right = MB Poly 997. Placed by pump and mechanically consolidated. W/C ratio. Please Refer To Field Repot Number: 09617054DFR11317CC Inspector: jChristopher Congdon Reported Batch DATA Cement Type Ill I Mix No. Gem. Lbs. F. Ash Ibs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand ibs Water Admixture Admixture Admixture Air Ent. (oz I cwt. ) Water Design Actual 025503P 025503P 517 513 NIA N/A 7/8-1550 1553 3/8-300 293 NIA N/A 1490 1479 259 194 16.0 oz 14.7 oz N/A N/A N/A N/A N/A N/A Added On Job (Gals.) Site 1 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 11/6/2017 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk ITYP Test Method ASTM C39 60606-1 11/10/17 7 4.00 12.57 -- 68130 5420 1 CD 3 ASTM C109 60606-2 12/1/17 28 1 ASTM C617 60606-3 12/1/17 28 1 ASTM C1231 60606-4 12/1/17 28 1 ASTM C1019 60606-5 H 1 OTHER Remarks:l Results Reviewed By: Codes for Break Types: ' 1 1 2 1 3 1 4 Date: Offices Serving The Western United States Concrete Report Test Results i rj 5 6 Effective 10/312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information proWded on thisrepart is prepared to, the exeluaroxuse of Me cfard, and may not be reprodumd In any formal vMhout the aodban permission or the client and K—B Associates, This mpod lndKetesourinspedieraabservalicn and hating results based onsoa condillwrc wdr and cactor activities. ;is Information Is subject to reAm prior to final subrnftl. By signing this report. our Inspedw doss not swept responaldlily for vasdity or reaulta. The same Information has been provided by others on ske. =i_ & ASSOCIATES. INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 16, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ?ff4re "C y kSMkercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198t" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK Krari&Ass ociate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /212018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CR110218-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: YosiefAbraha JURISDICTION: City of Wedmonds WEATHER: Cloudv Field Data Concrete:L 07500 Other: Supplier:[_MILES Plant No. 125 ] Site l lix:� Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:30 1 C186 1 214541 5 1 65 ° 57 ° Location: Placement Area Top Slab( 1 st floor @ grid E-D/4-7) and Ramp(@ grid G-1/3-5) Remarks: The contractor placed by pump line and mechanical vibrator was used for consolidation. Please Refer To Field Repot Number: 09617054DFR1122018YA Inspector :I Yosief Abraha TEMP: 57 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 07500 07500 Cem. Lbs. 600 599 F. Ash lbs. C. Agg. Lbs 3/8 1650 1652 C. Agg. Lbs C. Agg. Lbs Sand Ibs 1580 1568 water 32a 1 29.8 a I Admixture MB POLY 38pz 36 oz Admixture Admixture Air Ent. (ozIc t.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 H Other Laboratory Data Design Strength: 3000psi 4 28 days Date Specimens Rec'd: F 11/5/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk ITYPI Test Method ASTM C39 64893-1 11/9/18 7 4.00 12.57 -- 55000 4380 1 BAW 12 ASTM C109 64893-2 11/30/18 28 ASTM C617 64893-3 11/30/18 28 ASTM C1231 64893-4 11 /30118 28 ASTM C 1019 64893-5 H OTHER Remarks: Reviewed By: Codes for Break Types: Concrete Report Date: R 1 1- 2 1 3—-1 4 1 5 Offices Serving The Western United States Test Results Effective 02122/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report Is prepared far the rcodusive use of the client, and may not as raproduced in any format wlLhout the vvBten permission of the client and Wa ran & Associates. .This report indicates our Inspector's observation and besting result based on site conditions and condrector a aWles. This wfomration is subject to review prier to final unWi tal. By signing this report, our Inspector does not accept responsibility fur validity of reauhs. The same Information hes been provided by other an sge. rOr . a rA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 27, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 1981 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc �-=Kkslu a l&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /15/2017 PROJECT #: 09617054 PROJECT: EDMONDS POST LOCATION: 201 MAIN ST, EDMONDS, WA KA P.M.: JEFF MERCER Field Data Concrete: X Other: I N/A CONCRETE REPORT NO.: 17054CR111517-NTS -1 CONTRACTOR: PERMIT #: N/A INSPECTOR: NIMA T SHERPA JURISDICTION: CITY OF EDMONDS WEATHER: RAIN/ DRIZZLE TEMP: 47 ° Supplierl MILES SAND & GRAVEL Plant No. I N/A I Site Mix: N/A Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:13 1 C139 1 199690 1 N/A 1 6 1/4" 1 59 ° 1 47 ° 1 N/A Location: Placement Area - COLUMNS 6/13, 6/C.8, 6/D, 5/13, 5/C.8, 5/E, 4/13 & ENTIRE COLUMN(S) OF GRID 7 - PAD(SPREAD) FOOTINGS E — I - STAIR TOWER SHEAR WALLS - PERIMETER FOOTINGS @ 5/1 —A' Remarks: A SET OF FIVE(5) 4 X 8 SPECIMEN CYLINDERS WERE CAST FOR LABORATORY COMPRESSIVE STRENGTH ASSESSMENTS. Please Refer To Field Repot Number: 17054DFR111517NS Inspector : I Nima T. Sherpa Reported Cement Type Mix No. Cam. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (o= / cWt. ) Water Batch DATA Ill I Design Actual 15LCD10 15LCD10 611 610 N/A N/A 1450 1454 490 494 NIA N/A 1370 1426 29 gl 17.9g1 21 Oz 21.2 oz 37 oz 37.2 oz 1.00/C 73.6 Oz N/A N/A Added On Job Site (Gals.) 1 15 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 28 days Date Specimens Rec'd: 11/16/2017 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 60797-1 11/22/17 7 4x8 12.57 -- 71150 5660 1 CD 3 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 60797-2 12/13/17 28 4x8 1 60797-3 12/13/17 28 4x8 1 60797-4 12/13/17 28 4x8 1 60797-5 H 4x8 1 Test Results Remarks: Results Reviewed By: Codes for Break Types: ®® } 1 2 3 Date: 4 5 6 Concrete Report Offices Serving The Western United States Revision 11 Effective 02-11-13 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Puyallup (253) 939-2500 The Information provided on this report is pre pared for the ecluslve use of the client, and may not be reprod—d in arty format Without the wrdten permission of the client and xrsoan&Assceates. This report indicates our Inspector's observation and testing results based on she conditions and oenbntor:AhAijes. This Irdomradan is subject m review prior to final submdtal. By sWing kris repot, our Inspeeta does not accept responsibilityfor velklity of results. The sees Information has been provided by others on site. -=� raz &Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /15/2017 PROJECT #: 09617054 PROJECT: EDMONDS POST LOCATION: 201 MAIN ST, EDMON KA P.M.: JEFF MERCER WA Field Data Concrete: X Other: L N/A CONCRETE REPORT NO.: 17054CR111517-NTS -2 CONTRACTOR: PERMIT M N/A INSPECTOR: NIMA T SHERPA JURISDICTION: CITY OF EDMONDS WEATHER: MOSTLY CLOUDY TEMP: 49 ° Supplier: MILES SAND & GRAVELI Plant No. N/A Site Mix: N/A Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:17 1 C184 1 199699 1 N/A 1 4 1/4" 1 61 ° 49 ° I N/A Location: Placement Area PAD(SPREAD) FOOTINGS @ E — I - PERIMETER FOOTINGS @ 5/1—A' Remarks: A SET OF FIVE(5) 4 X 8 SPECIMEN CYLINDERS WERE CAST FOR LABORATORY COMPRESSIVE STRENGTH ASSESSMENTS. Please Refer To Field Repot Number: 17054DFR111517NS Inspector :I Nima T. Sherpa Reported Batch Cement Type Design Mix No. 025503P Carl. Lbs. 517 F. Ash lbs. N/A C. Agg. Lbs 1550 C. Agg. Lbs 300 C. Agg. Lbs N/A Sand lbs 1490 Water 31 gl Admixture 16 Oz Admixture NIA Admixture NIA Air Ent. N/A ( o= / cwt. ) Water Added On Job (Gals.) DATA I/II Actual 025503P 515 N/A 1560 304 N/A 1550 18.6 16 oz N/A N/A NIA Site 10 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 ra: 28 days_j Date Specimens Rec'd: 1 11/16/2017 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 60796-1 11/22/17 7 4x8 12.57 -- 49730 3960 2 CD 2 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 60796-2 12/13/17 28 4x8 2 60796-3 12/13/17 1 28 4x8 2 60796-4 12/13/17 28 4x8 2 60796-5 H 4x8 2 Test Results Remarks: Results Reviewed By: Date: .2 Codes for Break Types: H"7' 1 2 3 4 5 s Offices Serving The Western United States Concrete Report Revision 11 Effective 02-11-13 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information provided on ins report is prepared forth, esclusWe use of the cfent. and may not los produced m any format ydlhad th—itum permissbn of the client antl l°eoen B Associates. This report indicates our lnspeolor's observation and testing results Weed on site condNona end,amractaracWtia. This information is subjal breviewiark tofinal submittal. eysfgnirp this report, our inspector does not accept responstbilityfor validity of results. ThesameInformationhasbeenpro dtl byolhersansits. mO &ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 30, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spec, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK -V**�raZ;an&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /2/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase 2 LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 07500 Other: CONCRETE REPORT NO.: 09617054CR110218-YA -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Cloudy Supplier: MILES Plant No. 1 125 I Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:30_j C186 j 214541 1 5 1 65 ° 1 57 ° Location: Placement Area Top Slab( 1 st floor @ grid E-D/4-7) and Ramp(@ grid G-I/3-5) Remarks: The contractor placed by pump line and mechanical vibrator was used for consolidation. Please Refer To Field Repot Number: 09617054DFR1122018YA Inspector.1 Yosief Abraha i TEMP: 57 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 07500 07500 Cam. Lbs. 600 599 F. Ash lbs. C. Agg. Lbs 3/8 1650 1652 C. Agg. Lbs C. Agg. Lbs Sand Ibs 1580 1568 Water 32 I 29.8 gl Admixture MB POLY 35m, 36 oz Admixture Admixture Air Ent. (oz/cm. ) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 I Other Laboratory Data Design Strength: 3000psi C 28 days , Date Specimens Rec'd: 1 1115/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 64893-1 11/9/18 7 4.00 12.57 -- 55000 4380 1 BAW 2 ASTM C109 64893-2 11 /30118 28 4.00 12.57 -- 75040 5970 1 BAW 1 ASTM C617 64893-3 11/30/18 28 4.00 1 12.57 -- 73280 1 5830 1 BAW 1 ASTM C1231 64893-4 11/30/18 28 4.00 12.57 -- 74790 5950 1 BAW 1 ASTM C1019 64893-511/30/18 28 4.00 12.57 -- 73660 5860 1 BAW 1 OTHER Test Results Remarks: Conforming we y: Results Revied B Date: — s- Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information p—ided on this report is prepared forthe ochsce use of the client, and may not be reproduced In any format without the writen permission of the client and xr®n B Asacciatee. This report indicates our inspector's observation and leaflng results based on ate conditions and contractor aillvttes. This Information in subject to review prior to host subnillal. By signing this report, our inspector does not accept resparolbllty for validity of results. The same information has been prmnded by others on site. OF An ' Kr_ 11-1 & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 30, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. �effrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 10/30/2017 PROJECT #: 09617054 PROJECT: EPO 2 LOCATION: 201 Main Street KA P.M.: Mercer CONCRETE REPORT NO.: 09617054CR103017-CC -1 CONTRACTOR: Edmonds 20/20 PERMIT #: BLDG2016-0506 INSPECTOR: Christopher Congdon JURISDICTION: Edmonds WEATHER: Sunny TEMP: 52 ° Field Data Concrete: X Other: Supplier: Mlles Plant No. Everett Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:53 1 082 198710 N/A 4.5 63 ° 52 ° N/A Location: Placement Area Mat footing for stair core @ C.6-E/3.5-4.7 Remarks: (1) Set of (5) 4x8 cylinders cast from load #1 (10cy). Admixture listed on right = MB Poly 997. Placed by pump and mechanically consolidated. W/C ratio .502 Please Refer To Field Repot Number: 09617054DFR10302017CC Inspector:[_ Christo her Congdon Reported Batch DATA Cement Type Design Actual Mix No. 025503P 025503P Cato. Lbs. 517 515 F. Ash lbs. N/A N/A C. Agg, Lbs 7/8-1550 1550 C. Agg. Lbs 3/8-300 297 _ C. Agg. Lbs N/A N/A Sand ibs 1490 1485 Water 259 242 Admixture 16.0 OZ 15.6 oZ Admixture N/A N/A Admixture N/A N/A Air Ent. N/A N/A (Oz I cwt. ) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength:L 4000 @ 28 days f Date Specimens Rec'd: 10/31/21 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested I By Brk jTyP Test Method ASTM C39 60531-1 11/6/17 7 4.00 12.57 -- 56160 4470 1 1 CD 3 ASTM C109 60531-2 11/27/17 28 4.00 12.57 -- 73560 5850 1 1 CD 2 ASTM C617 60531-3 11/27/17 1 28 4.00 12.57 -- 77120 6140 1 CD 2 ASTM C1231 60531-4 11/27/17 28 4.00 12.57 -- 75650 6020 1 CD 2 1 ASTM C1019 60531-511/27/17 28 4.00 12.57 -- 74710 5940 1 CD 3 OTHER Test Results Remarks: Results Reviewed By: Date:(L — Conforming Codes for Break Types: µ 1 (,; -v > x 2 V ! 3 4 I 5 ?� 6 Offices Serving The Western United States Concrete Report Effective 10/312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this raped is pn:pared for the exclusive use of the client, and may not be reproduced in any format without the written pannisslon of the client and Knuan B Assoclates. This report indioalas our inspector's observation and testing results based on site condition and aontmctor a Miss. This intonation is subject to renew pdor to final submittal By signing this repod, our inspector does not swept responsibility lor validity of result. The same Information has been provided by othens w see. 'aZl&Associate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 10/30/2017 PROJECT #: 09617054 PROJECT: EPO 2 LOCATION: 201 Main Street KA P.M.: Mercer CONCRETE REPORT I'l naa17n4ArRinnn'17-rr CONTRACTOR: Edmonds 20/20 PERMIT* BLDG2016-0506 INSPECTOR: Christopher Congdon JURISDICTION: Edmonds WEATHER: Sunny TEMP: 55 ° Field Data Concrete: X Other: Supplier:1 Miles Sand & Gravel Plant No. Everett Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 3:20 1 137 1 198769 N/A 1 5.5 J. 67 ° j 55 ° N/A Location: Placement Area Perimeter Continuous Footing @ 1/A-C Remarks: (1) Set of (5) 4x8 cylinders cast from load #1 (10cy). Admixture listed on right = MB Poly 997. Placed by pump and mechanically consolidated. W/C ratio .498 Please Refer To Field Repot Number: Inspector :I Christopher Congdon Reported Batch DATA Cement Type Ill I Design Actual Mix No.1025503P1025503F Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture 517 515 N/A N/A 7/8-1550 1550 3/8-300 297 N/A N/A 1490 1493 259 240 16.0 oZ 16.0 oZ N/A N/A N/A N/A Air Ent, N/A N/A tozI m.> Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 1 4000 @ 28 days Date Specimens Rec'd: r 10/31/2017 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load 60530-1 11/6/17 7 4.00 12.57 -- 59460 60530-211127/17 28 4.00 12.57 -- 70220 60530-311/27/17 28 4.00 12.57 -- 73650 60530-411127117 28 4.00 12.57 -- 71220 60530-5 11/27/171 28 4.00 12.57 -- 69540 Comp. Strength Set # Tested By Brk Typ Test Methc I ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 4730 2 1 CD 3 5590 2 CD 2 5860 2 CD 2 5670 2 CD 3 5530 2 CD 3 Test Results Remarks: Results Reviewed By: Date: — _ Conforming -1 A` t Fd Codes for Break Types: I 1 1 2 3 LL 4 �15 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Tacoma (253) 939-2500 The information prwided on this report is prepa!ed forth, exclusive use fthe client, and may not be reproduced in any foimatwithoul the- Men permission of the client and K-9 Asmciates.Th'm mixt lndirleanur Inspectors obsenatiun aniteslmg rasutla based on eaecondiaens and contractor activities. This infemrati n Is subject to reAm pnur to final sulanM1 il. By signing this report, our Inspector does not accept responsibility for validity of results. The same information has been pranded by others on site. &Associate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /22/2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office I LOCATION: 201 Main st, Edmonds KA P.M.: Jeff Mercer ase 2 CONCRETE REPORT NO.: 17054CR112217-YA -1 CONTRACTOR: PERMIT #: INSPECTOR: Yosief Abraha JURISDICTION: City of Edmonds WEATHER: Cloudv Field Data Concrete: x Other: Supplier: MILES Plant No. Site Mix:�� Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:15 1 C 142 t 200013 1 5 1 67 ° 1 61 ° Placement Area Location: Columns(3/A.5, 3/13, 2.7/A.5, 2.7/13, 3/D, Columns b/n 6/F-I, 4.5/F-H) Remarks: One set of (5:1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Admixtures (GLENIUM, MB POLY resp) Please Refer To Field Repot Number: 09617054DFRI 1222017YA Inspector: Yosief Abraha TEMP: 61 ° Reported Batch DATA Cement Type iIll I Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs. 611 607 F. Ash lbs. C. Agg. Lbs 7/8 1450 1458 C. Agg. Lbs PEA 430 428 C. Agg. Lbs Sand Ibs 1370 1367 Water 29 I 27 I Admixture 21 oz 21 oz Admixture 37oz 37oz Admixture Air Ent. (oz/CV4.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 si 28 days Date Specimens Rec'd: 11/27/2017 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 60904-1 11/29/17 7 4x8 12.57 -- 56630 4510 1 CD 2 ASTM C109 60904-2 12/20/17 28 4x8 1 ASTM C617 60904-3 12/20/17 28 4x8 1 ASTM C1231 60904-4 12/20/17 28 4x8 1 ASTM C1019 60904-5 H 4x8 1 OTHER Test Results Remarks: Results Reviewed By: Date: , E Codes for Break Types: � % ' I' `, lip I1� 23` 4 5D 6 Offices Serving The Western United States Concrete Report Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information provided anthis report is preparedfor the exclusive ase of the client, and meyrot be reproduced In any Formatwithoutthe written permission of the client and Ka &Associates. This report indicates our inapedor's obsehrban andtesting resuCs based on site wnditiam and wnt—nor activities. This information Is subject to raN prim to final subnitbl. By signing this report, our Inspector does M accept responsibility ha valldilyof results. The same informatlnn has been prWded by Whers on site. KraM& Ass oci ate s, Inc. _ Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /22/2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office phase 2 LOCATION: 201 Main st, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 17054CRI12217-YA -2 CONTRACTOR: PERMIT #: INSPECTOR: Yosief Abraha JURISDICTION: City of Edmonds_ WEATHER: cloudy TEMP: Field Data Concrete: X Other: Supplier: MILES Plant No. Site Mix:�� Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:30 C 139 1 200026 1 7 1 65 ° 64 ° Location: Placement Area Footing for crane(2/E-H) and footing for Elevator walls(non structural) Remarks: One set of (5:1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Admixtures (MB POLY) Please Refer To Field Repot Number: Inspector - Yosief Abraha 64 ° Reported Batch DATA Cement Type 1/1 I Design Actual Mix No. 025503P 025503P Cam. Lbs. 517 512 F. Ash lbs. C. Agg. Lbs 7/8 1550 1546 C. Agg. Lbs PEA 300 300 C. Agg. Lbs Sand Ibs 1490 1487 Water 3191 29 I Admixture 16oz 160z Admixture Admixture Air Ent. ( oz I cwt. ) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 4000 si 28 daysDate Specimens Rec'd: 11/27I2017 Cyl. Code Test Date Field Cure Age Dim. Area wt. # Max Load Comp. Strength Set # Tested By I Brk ITyP Test Method ASTM C39 60905-1 11/29/17 7 4x8 12.57 -- 38230 3040 2 CD 2 ASTM C109 60905-2 12/20/17 28 4x8 2 ASTM C617 60905-3 12/20/17 28 4x8 2 ASTM C1231 60905-4 12/20/17 28 4x8 1 2 ASTM C1019 60905-51 H 4x8 12 OTHER Remarks: Results Reviewed Codes for Break Types: Concrete Report Date 2 i 3 1 4 1 5 Offices Serving The Western United States —t ( 6 Test Results Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the esclusive use of the client, and may not be reproduced in any formiltw at wut the written permission of the client and Knman 4 Associates. This report indicates our inspectors obsematbn and testing results based on site conditions end contractor acbvhles. This information is subject to review prior to fire! submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same Irdmmation has been provided by others on site. imam OF d�_'az;an & ASSOCIATES NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 14, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 1�J C.- Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc Kr� _ a1&Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /15/2017 PROJECT #: 09617054 PROJECT: EDMONDS POST LOCATION: 201 MAIN ST, EDMOND KA P.M.: JEFF MERCER WA Field Data CONCRETE REPORT NO.: 17054CR111517-NTS -1 CONTRACTOR: PERMIT #: N/A INSPECTOR: NIMA T SHERPA JURISDICTION: CITY OF EDMONDS WEATHER: RAIN/ DRIZZLE Concrete: X Other: NIA Supplier: MILES SAND & GRAVEL Plant No. N/A Site Mix: N/A Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 11:13 1 C139 1 199690 1 N/A 6 1/4" 1 59 ° 1 47 ° I N/A Placement Area Location: - COLUMNS 6/13, 6/C.8, 60, 5/13, 5/C.8, 5/E, 4/B & ENTIRE COLUMN(S) OF GRID 7 - PAD(SPREAD) FOOTINGS E — I - STAIR TOWER SHEAR WALLS - PERIMETER FOOTINGS @ 5/1—A' Remarks: A SET OF FIVE(5) 4 X 8 SPECIMEN CYLINDERS WERE CAST FOR LABORATORY COMPRESSIVE STRENGTH ASSESSMENTS. Please Refer To Field Repot Number: 17054DFR111517NS Inspector : L Nima T. Sherpa TEMP: 47 ° Reported Batch DATA Cement Type I/II Design Actual Mix No. 15LCD10 15LCD10 Cam. Lbs. 611 610 F. Ash lbs. N/A N/A C. Agg. Lbs 1450 1454 C. Agg. Lbs 490 494 C. Agg, Lbs N/A N/A Sand ibs 1370 1426 Water 2991 1 7.9Q 1 Admixture 21 Oz 21.2 oz Admixture 37 oz 37.2 oz Admixture 1.00/c 73.6 oz Air Ent, N/A N/A (oz rcWt.) Water Added On Job Site (Gals.) 15 Field Test ASTM Method C143 C138 C1064 HV C173 C31 Other Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 11/16/2017 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 60797-1 11/22/17 7 4x8 12.57 -- 71150 5660 1 CD 3 ASTM C109 60797-2 12/13/17 28 4x8 12.57 -- 84900 6760 1 CD 2 ASTM C617 60797-3 12/13/17 28 4x8 12.57 -- 85220 6780 1 CD 2 ASTM C1231 J 60797 4 12/13/17 28 4x8 12.57 -- 82580 6570 1 CD 2 ASTM C1019 60797-512/13/17 28 4x8 12.57 — 83340 6630 1 CD 1 OTHER Test Results Remarks: Results Reviewed By: Date: Conforming Codes for Break Types: N I ...—! E�1� ._.�i2r_�il� i 4 5 6 Offices Serving The Western United States Concrete Report Revision 11 Effective 02-11-13 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information pmWded on this ieportis prepared forlhe witishii use ofthecliaM, and may ma be repmiwoui in any formal vAthoutthevaltten permission oflheclismand Krasan B Associates. This report lndloetes our impactor's observation and lading results based on site oondthons andeodraot—otivift. This information ie auhjeG to reNaw prior to goal wbmlttal. By signingthis raport,oa:nslectp does not accept respomibihity for vniidity of results. Timmmelnformellonhasbaenp Wdedbydhmmslte. AM 1<WM _ &Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11/15/2017 PROJECT #: 09617054 PROJECT: EDMONDS POST LOCATION: 201 MAIN ST, EDMONDS, WA KA P.M.: JEFF MERCER CONCRETE REPORT NO.: 17n5dcR111�17-tuTC --3 CONTRACTOR: PERMIT #: N/A INSPECTOR: NIMA T SHERPA JURISDICTION: CITY OF EDMONDS WEATHER: MOSTLY CLOUDY Field Data Concrete: X Other: N/A Supplier: MILES SAND & GRAVEL Plant No. NIA Site Mix: I N/A Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:17 C18 1 199699 1 N/A 1 4 1 /4" 1 61 ° 49 Location: Placement Area PAD(SPREAD) FOOTINGS @ E — I - PERIMETER FOOTINGS @ 5/1— A' Remarks: A SET OF FIVE(5) 4 X 8 SPECIMEN CYLINDERS WERE CAST FOR LABORATORY COMPRESSIVE STRENGTH ASSESSMENTS. Please Refer To Field Repot Number: 17054DFR111517NS Inspector: Nima T. Sher a TEMP: 49 ° Reported Batch DATA Cement Type Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. ( oz ! cxa. ) Water Desi n A ctual 0253P 50 025503P 517 515 NIA N/A 1550 1560 300 304 N/A N/A 1490 1550 31 I 18.6 gl 16 OZ 16 OZ N/A N/A N/A NIA N/A N/A Added On Job Site (Gals.) 10 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 28 da s Date Specimens Rec'd: 11/16/201 Cyl. Test Field Age Wt. Max Comp. Set Tested Birk Test Method Code Date Cure Dim. Area # Load Strength # By Typ ASTM C39 ►I 60796-1 11/22/17 7 4x8 12.57 -- 49730 3960 2 CD 2 ASTM C109 60796-2 12/13/17 28 4x8 12.57 -- 64440 5130 2 CD 1 ASTM C617 60796-3 12/13/17 28 4x8 12.57 -- 65360 5200 2 CD 1 ASTM C1231 V 60796-4 12/13/17 28 4x8 12.57 -- 64990 5170 2 CD 2 ASTM C1019 60796-512/13/17 28 4x8 12.57 -- 63980 5090 2 CD 1 OTHER Test Results Remarks: Results Reviewed By: Date: Conforming Codes for Break Types:d 2 3 456 Offices Serving The Western United States concrete Report Revision 11 Effective 02-11-13 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The lnfonnatim pr sad an this report is prepared far the exGusive use of the Client, and may not be reproduced In any fmnst vdlhaut the written permission d the client and K—n a Associates. This repod indicates our ilspeclm's otseniatian and teetirg resuds Iceland on site canditlons and —t aclw ac itks. This Infanmtian is subod to review prior b flml submit i. By signing the report, our inspmW does not accept reapomib,MV far valdily of rssuds. The Cams iMoimeian has been pr dad by of rem an lade. �=;„ �'�'a.Zall CORE BREAK q & Ass o c i ate s, Inc. REPORT NO.: 17054CBR120417-NG Geotechnical Engineering . Environmental Engineering - Construction Testing and Inspection CORE CODE: 61019 POUR DATE: 12/4/2017 DATE: 12/4/2017 CONTRACTOR: Edmonds 2020 LLC/ Conco PROJECT#: 09617054 PERMIT #: 5LDG2016-0506 PROJECT: Edmonds Post Office Ph 2 INSPECTOR: Nlccolo Guiao LOCATION: 201 Main St. JURISDICTION: Ziof Edmonds KRAZAN P.M.: JM WEATHER: Mostly Cloudy TEMP 40's Field Data % Air (ASTM C-231) -- Temp. (ASTM C-1064) 57 Slump (ASTM C-143) 2.5" _ Sampling (ASTM C-172) X Making (ASTM C-31) X Unit Wt. (ASTM C-138) -- Field Notes Basement Foundation Wall: along gridlines 1/1-5, I-A'/5 and Inspector: Niccolo Guiao Laboratory Data sample No. Max Aoo. Size 1 0.375 2 0.375 3 T 0.375 4 0.375 ASTM C-39 Capped Design Strength: 4,000 0 28 days c:e Diameter Ratio of Max Ng. To Diam. 2.72 1 0.137 Reported Batch Data Supplier: CalPortland Plant Number: 260 Batch Time: 8:21am Sample Time: 9:15am Truck #: 7655 Ticket #: 1753772 Mix No. Cam. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) Desion Wts Actiml UVtc 0864 -- 700 698 ADVA:15 15 3/8-810 809 2066 2067 300 277 2 2 WRA:21 21 Water Added on Job (gal) 20 Initial Curing Temps: -- (High) -- (Low) 4mb. Air Temp.: 40's Site Mix: -- Field Test Results Conforming —9 Date Specimens Rec'd: 11/30/2017 ed Len th Direction of Load 5.06 Perpendicular Perpendicular —' _ IPerpendicular ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 ASTM C-1604 Code Test Date A e -1 12/14/2017 10 -2 1/1/2018 28 -3 1/1/2018 28 -4 1/1/2018 28 P.M. Review Lab Data Reviewed By: en th Diameter UD Area Load PSI C.F. Corr. PSI Break Tested 5.06 2.72 1.86 5.80 36680 6320 1.0 6320 1 f CD C. Mercer Date Reviewed: � � e 1 111 Date Reviewed: 12/14/2017 Lab Test Results Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 e Puyallup (253) 939-2500 Core Break Repoli Revision 5 Effective of-12-13 The information provided on btis rapak isprearped fir the eacluaive use otthe c1iaM, and may not be reproduced in any farmet witiinrt the written panmission of the client and Kramn 8 Associates. Thia report indicates our inspectors observation and tsatina results based on sits conditions and connecter s Mas, This information is subject to review prior to final submiael. By signing this roper( our inspector does not accept responsibility, for validity of resulta. The same i fo stm has been provided by others on site. -y� CORE BREAK d-g itazan & Ass o c i a t e s, Inc. REPORT NO.: 17054CBR120517-NG Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection CORE CODE: 61067 POUR DATE: 12/5/2017 DATE: 12/5/2017 CONTRACTOR: Edmonds 2020 LLC/ Conco PROJECT#: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office Ph 2 INSPECTOR: Niccolo Guiao LOCATION: 201 Main St. JURISDICTION: -61—Y of Edmonds KRAZAN P.M.: JM WEATHER: Pt. Cloudy TEMP 30-40'E Field Data % Air (ASTM C-231) -- Temp. (ASTM C-1064) 58 e Slump (ASTM C-143) 2.25" Sampling (ASTM C-172) X Making (ASTM C-31) X Unit Wt. (ASTM C-138) -- Field Notes Basement Foundation Wall: along gridlines D-1/1. Inspector: Niccolo Guiao Laboratory Data Dam le No. Max A ..Size _ 1 0.375 2 0.375 3 0.375 4 0.375 ASTM C-39 Capped Reported Batch Data Supplier: CalPortland_ Plant Number: 260 Batch Time: 8:30am Sample Time: 10:15am Truck #: 7614 Ticket #: 1754761 Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 17ecinn Wtc Artiini Mite 0864 -- 700 702 ADVA:15 15 3/8-810 813 2066 2063 300 272 2 2 WRA:21 21 Water Added on Job (gal) 25 Initial Curing Temps: — (High) -- (Low) Amb. Air Temp.: 39s Site Mix: — �Results Design Strength: 4,000 @ 28 days Date Specimens Redd ADiameter Ratio of Max A . To Diam. Uncapped Length 72 0.135.11 ASTM C-42 X ASTM C-174 ASTM C-617 Code Test Date A e Length Diameter UD -1 12/14/2017 9 5.11 2.72 1.87 -2 1 /2/2018 28 -3 1 /2/2018 28 -4 1 /2/2018 28 P.M. Review: P-.,a 1, Lab Data Reviewed By: C. Mercer 12/6/2017 Direction of Load Perpendicular Perpendicular Perpendicular ASTM C-1140 ASTM C-1604 Area Load PSI C.F. Corr. PSI Break Tested 5.80 1 35350 6090 1 1.0 1 6090 1 2 1 CD Date Reviewed: 12 . f= Date Reviewed: 12/14/2017 Lab Test Results Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Care Break Report Revision 5 Effective 01-12-13 The information provided nn this report is prepared for the exclusive use of the client, and may not be reproduced in any format wiUmiE the write, permission of the client and laamn & Aseacist— This report indicates our maps bbrs observation and teating results based on sit, conditions and contractor activities. This in!ormaton is subject to review prior to final submittal- By signing this report, our inspector does noaccept t responsibility for validity of result. The same intonation has been provided by others on site. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & .INSPECTION December 21, 2017 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ✓vim. �... Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc Krazan and Associates, Inc. Cylinder Report Form 4303 198th Street SW Lynnwood, WA 98036 Project No: 096-17054 Cylinder Code: 61149 Pour Date: 12/12/17 Report No: 59391 Weather: Cloudy Jurisdiction: Cit: of Edmonds Permit No. BLD20160506 Project: Post Office Phase 2 Engineer: Location: 201 Main Street Architect: Haller Architects, LLC Client: Edmonds 2020, LLC Contractor: Spee West Construction Co. Field Data Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) 63' Batch Time: 11:46 AM Slump (ASTM C-143) 5" Sampling (ASTM C-172) X Sample Time: 12:45 PM Making (ASTM C-31) X Unit Wt. (ASTM C-138) Truck #: C141 Other Ticket #: 200809 Inspector: Tuyen Tran Design Wts. Actual Wts. Mix No. 15CLD10 15CLD10 Field Notes: Level P1 Columns at 1.9/A.3, 1.9/C, 3/H. Cem. (Ibs) 611 607 F. Ash (Ibs) Concrete placement by crane bucket. Agg. 7/8" (Ibs) 1450 1445 Agg. 3/8" (Ibs) 490 478 Please refer to Field Report No. 151362. Agg. 3 (Ibs) Sand (Ibs) 1370 1359 Water (Ibs) 240 189 Air Ent. (oz) Glenium (oz) 21 20 Poly997 (oz) 37 37.3 Other (oz) Other (oz) Water Added on Job (gal) 10 Supplier: Miles Plant Number: Site Mix: Initial Curing Temps High -Low. Consolidation Method Field Test Results Ambient Air Temperature: 450 Mechanical: X Conforming X Load Size: 3 yds Manual: Non -Conforming Sample @ cy of cy Laboratory Data Design Strength: 6,000 @ 28 days Date Specimens Rec'd: 12/13/17 Cyl. Test Field Max. Comp. Break Tested Laboratory Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By Test Methods 61149-1 12/19/17 7 4x8 12.57 1.0 61,220 4,870 1 2 CD ASTM C39 X 61149-2 1/9/18 28 4x8 1 ASTM C109 61149-3 1/9/18 28 4x8 1 ASTM C617 61149-4 1/9/18 28 4x8 1 ASTM C1231 61149-5 H 4x8 1 ASTM C780 Other QYJAI P.M. Review:Date Reviewed: 17 —r� "r1-7 Lab Test Results Conforming Lab Data Reviewed By: C. Mercer Date Reviewed: 12/21/2017 Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 ��`=i GVJ &Associate s,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /22/2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office phase 2 LOCATION: 201 Main st, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 17n5ar:R999997_ve _4 CONTRACTOR: PERMIT #: INSPECTOR: Yosief Abraha JURISDICTION: City of Edmonds WEATHER: Cloudy TEMP Field Data Concrete: [ -Xi Other: Supplier: L MILES Plant No. f Y Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight 1:15 j C 142 1 200013 5 1 67 ° 1 61 ° Placement Area Location: IColumns(3/A.5, 3/B, 2.7/A.5, 2.7/13, 3/D, Columns b/n 6/F-I, 4.5/F-H) Remarks: One set of (5:1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Admixtures (GLENIUM, MB POLY resp) Please Refer To Field Repot Number: 09617054DFR11222017YA Laboratory Data Cyl. Test Code Date 60904-1 11 /29117 60904-2 12/20/17 60904-3 12/20/17 60904-4 12/20/17 60904-5 12/20/17 Concrete Report Inspector : 1 Yosief Abraha Design Strength: I 6000psi 28 da s Field Cure Age Dim. Area wt. # Max Load Comp. Strengtt 7 4x8 12.57 — 56630 4510 28 4x8 12.57 -- 86500 6880 28 4x8 12.57 -- 87480 6960 28 4x8 12.57 -- 85220 6780 28 4x8 12.57 -- 86100 6850 Remarks: Reviewed By: 61 ° Reported Batch DATA Cement Type Ill Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs. 611 ' 607 F. Ash lbs. C. Agg. Lbs 7181450 1458 C. Agg. Lbs PEA 430 428 C. Agg. Lbs Sand ibs 1370 1367 Water 2991 27 I Admixture 21 oz 21 oz Admixture 37oz 37oz Admixture Air Ent. ( oz / cWt. ), Water Added On Job Site (Gals.) 10 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Date Specimens Rec'd Set Tested Brk # By Typ 1 CD 2 1 CD 1 1 CD 1 1 CD 1 1 CD 1 1 11127/20171 ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Codes for Break Types: s ; Li Y t 1 2 3 4 5 6 Offices Serving The Western United States Test Results Conforming Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The lnfomsdon provided on this report Is prepared for the moluaNe use a the client, and mey not be reproduced In any format vlOwut fhe written permission of the GkM and Kazan&Assacatea. This report lntllcffies our hrspeclor's obserialion andteating res°tla basedm sile cI,d Hws aM mnhaclor activhiee. This information is subie to avtew prlerto arsl submafel. Ity vgnirg this report, our Inspector does not accept asponsibility far valkily of raauas. The same informaton has been prohdetl by others nn she. amrazamAss ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 11 /22/2017 PROJECT #: 09617054 PROJECT: Edmonds Post Office phase 2 _ LOCATION: 201 Main st, Edmonds KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 17n5arR112917_VA _7 CONTRACTOR: PERMIT #: INSPECTOR: Yosief Abraha JURISDICTION: City of Edmonds WEATHER: cloudy TEMP Field Data Concrete: x Other: Supplier: MILES Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:30 1 C139 1 200026 1 7 f 65 ° 1 64 ° I I Placement Area Location: Footing for crane(2/E-H) and footing for Elevator walls(non structural) Remarks: One set of (5:1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Admixtures (MB POLY) Please Refer To Field Repot Number: Inspector : �_ _Yosief Abraha 64 ° Reported_ Cement Mix No. Calm. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (oz/cM.) Water Batch DATA Type I I/I I Design Actual 025503P 025503P 517 512 7/8 1550 1546 PEA 300 300 1490 1487 31 I 29 I 16oz 160z Fi Added On Job Site (Gals.) 20 Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 4000 si a 28 da s Date Specimens Rec'd: 11/27/2017 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk ITYP Test Method ASTM C39 60905-1 11/29/17 7 4x8 12.57 -- 38230 3040 2 CD 2 ASTM C109 60905-2 12/20/17 28 4x8 12.57 -- 60860 4840 2 CD 2 ASTM C617 60905-3 12/20/17 1 28 4x8 12.57 -- 58950 4690 2 CD 2 ASTM C1231 60905A 12/20/17 28 4x8 12.57 -- 59960 4770 2 CD 2 ASTM C1019 60905-512/20/17 28 4x8 12.57 -- 62350 4960 2 CD 1 OTHER -------------- Test Results Remarks: Results Reviewed By: Date: Conforming Codes for Break Types: 03 1 2 7 3 4 5 6l Offices Serving The Western United States Concrete Report Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The intoned n provided on this repo`[ is prepared forme exclusive use of the chains, aM may not be reproduced In any enmet without me wrdlen pennisedon of me client and Krasan B Aasoeleles. This mico t indicates our inspectors obs-adim and healing results based on site corklHons and soMracter activlties. This irdani ation is subjecl to review prior to Mal subrnidal. By signing this repoa. our inspector does not accept responsibility, furwit lily of results. The mme lnta Mi.n has been provided by oMsm on she. OF �'Krazan& S TESASOCIA INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 19, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. [ Jim c Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc - CORE BREAK WrOaM &Associates, Inc. REPORT NO.: 17054CBR120817-DB Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection CORE CODE: POUR DATE: DATE: 12/8/2017 CONTRACTOR: Conco PROJECT#: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KRAZAN P.M.: JSM WEATHER: sunny TEMP 38 ° Field Data Reported Batch Data % Air (ASTM C-231) Temp. (ASTM C-1064) Supplier: CalPortland Slump (ASTM C-143) Sampling (ASTM C-172) Plant Number: 260 Making (ASTM C-31) Unit Wt. (ASTM C-138) Batch Time: 7:32 Sample Time: 9:00 Field Notes Truck #: 7670 columns fron P1 to L1 ate placement for foundation walls on grids A I to 3 and 1 - A to D including CC3 & CC11 Ticket #: 1757736 columns Desinn Wts Artual Wtc Mix No. Cem. (Ibs) F. Ash (Ibs) Agg. 1 (Ibs) Sand (Ibs) Water (Ibs) Air Ent. (oz) Admix. (oz) 0864 0864 700 698 810 816 2066 2168 300 256 2oz 2oz 21oz 210z Water Added on Job (gal) 0 Initial Curing Temps: (High) (Low) mb. Air Temp.: Site Mix: Field Test Results Conforming Inspector: Dave Bale Laboratory Data Design Strength: 4,000 @ 28 days Date Specimens Redd: 12/11/2017 Sample No. Max Agg. Size Average Diameter Ratio of Max Agg. To Diam. Uncapped Length Direction of Load 1 0.375 2.72 0.137 5.18 Pe endicular 2 0.375 Pe endicular 3 0.375 Pe endicular 4 0.375 Perpendicular ASTM C-39 ASTM C-42 X ASTM C-174 ASTM C-617 ASTM C-1140 Capped ASTM C-1604 Cvl. Code Test Data Anp I onnth niamotcr I in Aroma I —A 004 r, in, r• -1 12/15/2017 7 5.18 2.72 1.90 5.80 27500 4740 1.0 _ 4740v v 2M y CD v -2 1 /5/2018 28 -3 1 /5/2018 28 -4 1 /5/2018 28 P.M. Review: fV. Date Reviewed: Lj=70--1"7 Lab Test Results Lab Data Reviewed By: C. Mercer Date Reviewed: 12/19/2017 Offices Serving The Western United States Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Core Break Report The irdonnation provided an this raport is prepared far the armlusive use or the cliedL and may not be reproduced in any format vridwal the written permission of the diem and Known d Associates. This report indicates wr inspector obaw-lion and Ussfing result based on site condifions and conbdx6 ecfivifias. This infi—ton is subject th review prior to final s bmitml. By signing this repot, our inspecmr does not accept reapansibillly for validity of results. Thor same inf--ion has been provided by others on site. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 9, 2019 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. l-\L� �_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSIVVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 r&Associates,Inc. Field un Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09617054DFR172018TR DATE: 1/7/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office Phase 2 INSPECTOR: Taylor Roone LOCATION: 201 Main St JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 40' F Verified fire stop penetrations for level 2 penetrations in fire rated wall systems. Referenced UL listings for thru penetrations as follows — F-C-8007F-C-2298, F-C-2398, F-C-7047, F-C- 2192, F-E-3006, and F-C- 3068, these are in addition to the details on A9.08. Thru penetrations were inspected for opening size, annular space, fill material, fire caulk type, depth, and coverage. Additionally verified electrical romex penetrations through these rated systems. Work damaged to measure depth and was filled during this inspection. Work appeared to conform to the approved plans and specifications for 1 and 2 hour rated assemblies. Inspected fire stops at rated walls systems on level 2 for joints and connections and vertical shafts, prior to covering with finish materials. Referenced UL listings were W-J-2142, W-L-1140, and W-L 2147. Fire stop was metacualk 150+. Verified mineral wool stuffing between rated wall separations at top of wall. Joint fill at wall connections was inspected for material types, caulk type and rating, fill depth, and coverage. Corrections were made as found during the inspection. Outer wall sections on double sided wall systems will need inspection after installation. Noted interior locations for firestop in shafts prior to closure appeared complete. Joints completed appeared to conform to the approved plans and specifications of 1 and 2 hour assemblies. Reviewed By: 1 t (.,( I ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: {_Technician: I Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities, This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. �i & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 30, 2018 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 10* Jeffrey S.0-'::fr Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc UK azan & Associates, Inc. FIELD REPORT NO: 150405 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1• Z c7 " PROJECT* PROJECT: i LOCATION: 2 KRAZAN PROJECT MANAGER: -77 V CONTRACTOR:.�C JURISDICTION: PERMIT#:-_o [ VneG INSPECTOR: WEATHER: .eatt2 TEMP: V I? To the best of my knowledge, the above VAS(/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Super' t ndent/R re tive: Tec ' 'an: This report indicates our inspector's observatJA and testing results based on the site condition and contractor's activities. This in ation is subject to review pri o final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on ite. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 Page 1 of 1 (� &Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI292018WB DATE: 1/29/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmond KAP.M.: Jeff Mercer WEATHER: Rainning TEMP:51 Krazan representative arrived on site for observation and testing sampling. Contractor poured about 440 cyds mix 156000 at level 1 PT deck. The mix design has min compressive strength 6000 psi at 28 days. Three set of eight cylinders 4x8 were cast. All testing results are listed on concrete report 09617054CR12918WB-1, 09617054CR12918WB-2, and 09 617054 CR 12918 WB-3. Reviewed ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra o m & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. & Associates, Inc. FIELD REPORT NO: 150400 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - Id - PROJECT #: PROJECT: LOCATION: Z CJ / 4 KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: 1 PERMIT #: INSPECTOR: ?- WEATHER (f TEMP: 21 1 fC LAz 47z, L �. , . Equipment/Asset Number(s): To the best of my knowledge, the abovdO/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Super'Ind t/ ntative: Techni: This report indicates our inspector's observati n and testing results based on the site condition and contractor's activities. This infor on is su ,ect to review pnc +o final submittal. By signing this report, our ovided by others on sit . The information provided on this report is prepared for the exclusive use of inspector does not accept responsibility for validity of the results. Some information on this report may have been pr the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 D C I El'"iC3lnsr=Rs field report DATE: January 24, 2018 JOB #: 14081-0137.00 _ _._. _ _-........_____...._..._.._._.-...._.........._.._._.._._.__._.._...__._... PROJECT: Edmonds Mixed Use Building WEATHER: Cold, Overcast, Some Rain LOCATION: 201 Main Street, Edmonds, WA 98020�� GENERAL Edmonds 2020 LLC CONTRACTOR: PRESENT: Danielle Jacobs and Kyle Montzheimer (DCI), Ivan Nelson (Edmonds 2020 LLC), Tuyen Tran (Krazan) DCI was on site Wednesday, January 24, 2018 to provide structural observation for the work in progress of the Level 1 P-T Slab. DCI walked the site with Ivan Nelson of Edmonds 2020 LLC, and Tuyen Tran of Krazan. The slab is scheduled to be poured Monday, January 29, 2018. The list below shall be completed and confirmed by the special inspector prior to the concrete pour. 1. The distributed tendons between Grids A & F near Grid 6.2 were chaired incorrectly between the highpoint at Grid 6 and mid -point at Grid 6.5. Verify that the chairs are rotated to provide a gradual parabolic slope to low point at Grid 7. 2. The concrete columns at Grids E/2 and B/4 had greater than 1/" overpour. Chip down concrete to achieve max %2" overpour per 12/S3.01. 3. In multiple locations tendons were swept at or greater than 6:1 and hairpins were not yet installed. This was specifically observed at the banded tendon runs located at Grids B- C.5/5.5 & 6, E.5/1.5, and E.5/2. At these location, ensure tendons with sweeps greater than 6:1 have hairpins per 31S5.01. 4. Near 1-2, there were sleeves within the tendon anchorage zone. Provide steel sleeves per 7/S5.02. 5. Near 1/1.8 and H.2/1.8, provide trim reinforcing around the groups of sleeves per 8/S5.02. At H.2/1.8, also provide #4 or #5 T&B parallel with the P-T tendons running between the (2) sleeves. 818 Stewart Street, Suite 1000 ° Se :thle, Washington, 98101 Phone (206) 332-19W Servioe Innovation VaIu_e__ field report Page 2 6. At Grid G/2, the distributed tendons were too high over the column and did not have (2) minimum tendons running directly over the column per 12/S5.01. Shift minimum of (2) tendons directly over the column and route them below the banded tendons here to maintain 1" minimum concrete cover above. 7. At Grids D/2 and F/2, there were sleeves located between the stud rails at the columns. Please relocate the sleeve so (2) tendons can run directly over the column per 12/S5.01. AN. 61� ti. 8. At C/1, the stud rails on the north side of the column were falling over. Straighten and secure to form prior to pour. 9. Near Grid C.8/4, there was an extra banded tendon head installed on the form. Remove prior to pour. field report Page 3 10. Near Grid C.5/4 there was a MEP sleeve adjacent to sweeping banded tendons. Either relocate the sleeve or provide a steel sleeve, hairpins around the tendons, and minimum 2" clear between the sleeve and tendons. 11. At the stair landing, provide #5T&B @ 12" oc. Provide dowels with standard hooks at the slab edge. Provide #5 T&B slab edge reinforcing per 10/S5.02. 12. At the northwest corner of the elevator, the tendons were sweeping too close to the slab edge/opening. Shift these over to maintain 3" clear minimum per 12/S5.02 and provide hairpins at the corner. ITI Miscellaneous: 13. Verify slab is clear of debris prior to pour this was not complete at time of walk. 14. Ensure all electrical and plumbing ducts follow detail 4/S5.02. 15. At columns which do not align (column below slab is rotated in comparison to the column above the slab), #5 dowels should be used to spice steel which does not align in the column above. See red lines indicating the #5 dowels in the image below: CONC SLAB & REINF PER PLAN 7-/SLAB PER PLAN , P aCO x Cr- n w x - field report Page 4 ''r C=ONC: COL & REINF PER COL SCHED DOWELS W/ STD HO -K PER COL SCHED r DOWELS W/ STD HOOK PER COL SCHLD DOWELS PER COL SCHED COHC COL RETNF PER COL SCHED This report is based on limited visual observations of structural components for general conformance to the approved construction documents prepared by DCI. There is no claim, either stated or implied that all conditions were observed or analytically evaluated. These observations should not be construed as a quality control inspection, nor shall anything herein be deemed to relieve the contactor from its obligations under the contract documents and all applicable codes. Observed deficiencies or variations from the approved contract documents have been noted above. The contractor and/or special inspector shall provide documentation and written verification of acceptable corrective action(s). KaZ.. ;an& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 1, 2018 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 121 JJ� Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09617054 DFR.doc > Page 1 of 1 �L A1<1UZan &Associates, Inc. Geotechnical Engineering* Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI312018DB DATE: 1/31/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Edmonds Post Office INSPECTOR: Dave Bale LOCATION: 201 Min St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: Cloudy TEMP: 45 On site for reinforcing steel inspection. Inspected reinforcing steel placement for 11 — columns between grids E.5 / I - 4 / 7 and 4 — columns between grids A / B — 2.5 / 3 from level 1 to level 2. Reinforcing steel placement inspected prior to form closure and placed as per S3.01 column schedule. Reviewed Bv: J)"1__ ASTM Test #: Asset N To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. _ v & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 6; 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 1-01JI'l,c Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving tite Western United States 09617054 DFR.doc Page 1 of 1 <. y+ an&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR222018JLG DATE: 2/2/2018 Set Count: CONTRACTOR: Edmonds 2020 LLC PROJECT #: 09617054 PERMIT #: BLD2016-056 PROJECT: Post Office INSPECTOR: Jerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: Ci of Edmonds KA P•M•: WEATHER: Overcast TEMP: 50 Arrived onsite per contractors request to observe the placing of concrete for Columns 6F.6, 7F.6, 6G.8, 6H.8 and 7H.8 Level 1 to 2. Observed contractor placing 5 c.y. of mix# 15LCD10. A slump and temperature test was performed and 1 set of compressive strength cylinders were made. See Report# 09617054CR222018JLG-1 for break results. Per contractors request observed the stressing of tendons for PT Deck Level 1. The field cure cylinders were picked up and taken to the lab. The cylinders were broken with the results meeting or exceeding the required 3000psi to stress. Per contractor the BLU-BRN banded tendons (12 @ 118') were not to be stressed due to a void behind the anchors on the live end. The tendons were stressed per plans and specs until one of the YEL — BRN banded tendons (12 @ 111') caused the concrete to break up and expose the anchors at the dead end. The 4 tendons starting from the east were stressed when the concrete broke up. The tendon was at approximately 3000psi when the concrete broke up. Stressing was stopped at approximately 1:00pm and contractor and Engineer of Record were contacted. Contractor elected to end stressing for the day at approximately 2:30pm when no answer was received from the Engineer of Record. Contractor will inform Krazan when the Engineer of Record informs them of a fix. _ - —7-�.{_ 77 Reviewed B Fj-7-2X j /A, I ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Su erintendenlle resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. rrs- -AM AMW�H'.--.I'(XaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 15, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC,IATES, INC. 6K —Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 0961 M54 DFR.doc _-=,.---I<raZan & Associates, Inc. FIELD REPORT NO: 150444 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Z - /3 - /S PROJECT #: -t-i PROJECT: _G ST r_fF LOCATION: 2 f) ,l KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT#:_ Z4Y, 2,,�14 0S 06 INSPECTOR: -7 WEATHER: TEMP: yZ To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Su r me dent/ apresentative: Tech ' ian: This report indicates our inspector's obser ation and testing results based on the site condition and contractor's activities. This 4 rmation i_ subject to revie prior to final submittal. By signing this report, our inspector does not accept responsibility for falldity of the results. Some information on this report may have been provided by others trh site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 Page 1 of 1 ff��an&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2132018HF DATE: 2/13/2018 Set Count: CONTRACTOR: Edmond 2020 PROJECT #: 09617054 _ PERMIT #: p2o{�CXbto PROJECT: EPO 2 _ INSPECTOR: Haterm Farhat LOCATION: 201 Main St Edmonds JURISDICTION: City of Admonds KA P.M.: WEATHER: Clear TEMP: Arrived on site as requested 7:00am to perform reinforced steel inspection on shear wall and elevator core walls, contractor was not ready for inspection, re -schedule the inspection for in the afternoon. Reviewed ASTM Test #: Asset To the best of my knowledge, they above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided an this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Kra:mn & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. _ ;an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 20, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. F4 kL_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 --1EAKw-jan&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2152018JLG DATE: 2/15/2018 Set Count: CONTRACTOR: Edmonds 2020 LLC PROJECT #: 09617054 PERMIT #: BLD2016-056 PROJECT: Post Office INSPECTOR: Jerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: Overcast TEMP: 42 Arrived onsite per contractors request to continue the stressing of tendons for PT Deck Level 1. Contractor fixed and grouted the tendons from Report# 09617054DFR222018JLG. Per contractor 1 tendon of banded group YEL-BRN was abandoned as was 1 from distributed Red-GRN by the Engineer of Record. The strength for the non shrink grout met or exceeded the required 3000psi to stress. Contractor began stressing the banded group YEL-BRN. While stressing the 3'd tendon from the west the anchor caused concrete to break up and exposed the live end anchor. It appeared the anchor had moved in approximately 1 '/2". Stressing was stopped and the contractor and Engineer of Record were notified. Contractor received approval to continue stressing other tendons. After other areas were stressed contractor began stressing from under the deck the distributed group BLK-COP. At approximately 4500psi the Ram was throw off the tendon and the wedges came out. The tendon was also sticking out to a length that would suggest the tendon came out of the dead anchor or the anchor moved (from the initial mark for measuring the tendon was at approximately 6 '/2" where calculated elongation is 1 3/8"). A void in the concrete was noticed on the dead end side of the tendon. Contractor notified the Engineer of Record but had not received a reply so stressing was cancelled. Contractor will contact Krazan when to appear to continue stressing. _ Reviewed By: a c/ AI� - .. I ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information bas ban provided by others on site, AM ANN'm --] a an_ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 20, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617094 DFR.doc Page 1 of 1 ---KMZan &Ass ociate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2192018JLG DATE: 2/19/2018 Set Count: CONTRACTOR: Edmonds 2020 LLC PROJECT #: 09617054 PERMIT #: BLD2016-056 PROJECT: Post Office INSPECTOR: Jerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: Clear TEMP: 32 Arrived onsite per contractors request to continue the stressing of PT Deck Level 1. The tendons were stressed per plans and specs with the elongations within tolerances except as noted on the stressing records. Contractor is waiting to receive instructions for a fix on the Banded group YEL BRN and Distributed group BLK COP from the Engineer before restressing. Contractor can not cut the tendons until receiving approval from the Engineer of Record after the stressing records have been reviewed. Per contractors requests observed the installation of structural reinforcing steel for walls Grid I Line 1.8 to 5, Line 1.8 Grid H.2 to I and Line 5 Grid I to 1.5 Level 1 to 2. The structural reinforcing I Reviewed By: _ / C� ASTM Test #: _ Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. ve. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept responsibility for validity of rsults. The same information has been provided by others on site. Page 1 of 9 ZanAAssociates Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Equipment/Asset Number(s): Building: Level: 1 System I: Guage Serial No.: M34 & 921 Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% _ Section: Ram Serial No.: Tendon Direction: Pour: M34 & 921 Ram Pressure: 5300 & 5400 Tendons Computed Elong. Elong. #1 Elong. #2 Total Elong. Computed Deviation Lift Off Remarks Mark # DISTRIBUTEC DATE STRESSEZ TOLERANCES BILK COP 1 1 3/8 ANCHOR POSSIBLY BROKE 2/15 1 1/8-1 5/8 2 @ 27' 2 NOT STRESSE BRN COP 11 2 3/8 2 3/4 2/19 2 1/8 - 2 5/8 2 @ 39' 2 2 7/8 GRN BRN 1 2 3/8 2 1/4 2/19 2 1/8 - 2 5/8 8 @ 34' 2 2 1 /8 3 2 1/4 4 2 1/8 5 2 1/8 6 2 1/8 7 17/8 *SHORT 8 17/8 *SHORT GRN COP 1 3 2 1 /2 *SHORT 2/19 2 3/4 - 3 1 /4 3 @ 40' 2 2 1 /4 *SHORT 3 2112 *SHORT GRN ORG 1 3 3/4 3 1/2 2/19 3 1/2 - 4 1 @ 47' GRN YEL 1 5 1/8 5 2/19 4 3/4 - 51/2 2 @ 64' 2 5 GRN YEL 1 5 1 /S 4 3/4 2/19 4 3/4 - 5 1/2 11 C 64' 2 4 3/4 3 4 3/4 4 4 3/4 5 4 7/8 6 5 1/8 7 4 3/4 8 1 4 3/4 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 03301 Post Tensioning Data Effective 9/26/2017 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan $ Associates. This report Indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same Information has been provided by others on site. _ Page 2 of 9 IM BAssoc!ate s In GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan RIK Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% ..Computed Total Elong. Computed Deviation �QElong. Mfg Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 - Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the diets. This report may not be reproduced in any format without the written permission of the client and Krazan $ Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. -� Page 3 of 9 & A s s o c i a t e s Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% ..Computed Computed Deviation• �QElong. Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Page 4 of 9 "Min --Kra ,an &Associates Inc. Post Tensioning Data GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Contractor: Edmonds 2020 LLC Project #: 09617054 Permit No BLD2016-056 Project: Post Office Inspector: Jerry L. Gelder Location: 201 Main St Edmonds Jurisdiction: City of Edmonds Krazan P.M.: Weather: Clear 32F Tendon Location: Specifications: + / - 7% ..Computed Computed Deviat �Q Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan $ Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. == = Page 5of9 BAssociates.lnn GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 69617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% ..omputed Elong. Elong. #1 M_Total Elong. Computed Deviation ELM=Q Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan $ Associates. This report indicates our Inspectors observation and testing results based on rile conditions and contractor activities. This Information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. &"�1AKraZa1-1 &Assoc fates Inc. Page 6 of 9 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% Tendons Computed Elong. Elong. #1 Elong. #2 Total Elong. Computed Deviation Lift Off Remarks Mark # BANDED BLUBLKBLU 1 9 8 1/2 2/19 8 3/8 - 9 5/8 2 @ 112' 2 8 3/8 YEL BRN 1 8 7/8 NOT STRESSED DUE TO 2 ANCHOR 8 1/4 - 9 1/2 12 @ 11' 2 COMING OUT OF CONCRETE 1 ON 2/2 3 OTHER ON 2/15 4 5 6 7 8 9 10 11 BLK G RY 1 10 7/8 11 1 /4 0 11 1 /4 2/2 10 1/8 -11 5/ 16 @ 137' 2 11 1/2 0 11 1/2 3 11 1/8 0 11 1/8 4 11 3/8 -1/4 11 1/8 5 11 112 0 11 1/2 6 11 3/4 -1/4 11 1/2 7 11 3/4 -1/4 11 1/2 8 11 1/2 0 11 1/2 9 11 1 /4 -1/4 11 10 11 1/2 -1/4 11 1 /4 11 11 3/4 -3/8 11 3/8 12 11 1/2 -1/4 11 1 /4 13 11 5/8 -1/8 11 1/2 14 11 1/2 -1/4 11 1 /4 15 11 1/2 0 11 1/2 16 11 -3/8 10 5/8 BLK GRN 1 11 1/8 11 2/15 10 3/8-11 7/8 12 @ 139' 2 11 3/8 3 11 1/4 4 11 5 i 11 1/8 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the v rilten permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information Is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. _1 Page 7 of 9 a � 8rAssociates.lnc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% ..omplul AM Deviation• �Q Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report Is prepared for the exclusive use of the diem. This report may rat be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our Inspector does rat accept responsibility for validity of results. The same information has been provided by others on site. ''= Page 8 of 9 =--II zan. &Associates Inc. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 69617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% ..Computed Computed ®' Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our Inspectors observation and testing results based on site conditions and contractor activities. This Information Is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same Information has been provided by others on site. a\� 1 Page 9 of 9 BrAssocia7es Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/19/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds 2020 LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Clear 32F Specifications: + / - 7% uted DeviationComputed �.ZILL'11� Q•• Revlewea by: Technician: Comments: Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The Information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the diets and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This Information is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of results. The same information has been provided by others on site. KLaza �� 1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 22, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectful CIATE$, INC. J Pacific N9(rtl 4est ovision JSM/ikj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Will, Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 .1 Krazm&Associates,Inc. Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection Field Report NO.: 9617054DFR2202018NTS DATE: 2/20/2018 Set Count: CONTRACTOR: EDMONDS 2020 PROJECT #: 9617054 PERMIT #: BLD20160506 PROJECT: POST OFFICE INSPECTOR: Nima T. Sherpa LOCATION: 201 Main Street, Edmonds, WA JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Cloudy TEMP:37 A Krazan & Associates representative visited the "201 Main Street, Edmonds, WA — POST OFFICE" construction site to test & sample grout mix. Upon arrival at the site, we met with contractor and discussed about project requirements. Non -shrink, non -corrosive grout mix was prepared on site using "DAYTON SUPERIOR —1107 Advantage Grout" and poured at PT Deck repairing area. Mix sample was obtained and three (3) 2 X 2 X 2 cubes were cast in a cube mold for laboratory compressive strength assessments. For additional test results and other information, please refer to grout report// no 09617054GR022018NTS. i Reviewed By: / ASTM Test #: I Asset Numbers : To the best of my knowledge ie above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krsaan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activitis. This information is subject to review prim to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by other; on site. Page 1 of 1 "— Kroa&Associates, Inc. Geotechnical Engineering* Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2202018JLG DATE: 2/20/2018 Set Count: CONTRACTOR: Edmonds 2020 LLC PROJECT #: 09617054 PERMIT #: BLD2016-056 PROJECT: Post Office INSPECTOR: Jerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: Overcast TEMP: 32° F Arrived onsite per contractors request to observe the beginning of cutting, capping and grouting of tendons for PT Deck Level 1. Contractor had received approval from the Engineer of Record to cut tendons except the 2 groups that were damaged. Contractor cut the tendons with a torch. Contractor then installed the grease caps, installed bonding agent and placed non shrink grout per plans and specs. i Reviewed To the best of my knowledge, regulatory requirements. ASTM Test #: Asset above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the writteo permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on sits Page 1 of 1 •Van&Associates,lnc. Field Geotechnical Engineering* Environmental Engineering Report NO.: 09617054DFR2142018DK Construction Testing and Inspection DATE: 2/14/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: BLD20160506 PROJECT: Post Office INSPECTOR: Don Keller LOCATION: 201 Main St. JURISDICTION: Edmonds KA P.M.: WEATHER: TEMP: Inspected the placement of ASTM A615 GR60 reinforcing steel for c.i.p. wall @1&Al-A.5 Level 1 prior to form closure. 3,12, l l,4/S4.0l,GSN,S 1.01,S2.0. Verified mix #15LCD10 6,000 psi concrete @56 days provided by Cadman. Observed the placement of (10.0) cubic yards of concrete for columns @2/H,@3&E.5-H, @3.5/G.5, and @B-D.5&5-6.1. All loads placed continuously and with no interruptions greater than 1 hour. When 90 minutes elapsed from batch time, the concrete temperature did not exceed 90 degrees not did the loads experience loss of slump after initial mixing water had been introduced to mix. Concrete discharged into bucket and conveyed with crane. Concrete mechanically consolidated at time of placement. Cast 1 set of (5)4x8 concrete specimens @ 3&E.5, @2:30,mix 64, air 48, slump 6". Reviewed By: Test #: Asset Number(s): To the best of my knowled , the abov WAS (performed in accordance with the approved plans, specifications and regulatory requirement . Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use oftbe client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review, prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site Page 1 of 1 AM" �V#I�raZan&Associates, I nc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2162018HF DATE: 2/16/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Hatem Farhat LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: clear TEMP: Contractor poured a total of 20 cyds of approved mix design 15LCD 10 with 5000 psi at 28days min required strength design on columns located at level 1 at the following grid: F/2,1.5 ; G/2,1.5 ; 1.8/D,E ; 2.4/A.5,B ; D/2.8 ; 4/B ; 5/E.5 ; D.5/6.5 on set of 4x8 concrete cylinders were cast for compressive strength testing, all test results are listed on concrete data sheet report. Reinforced steel inspection was performed on shear wall and 8" wall located at level 1 at the following grid: A'-I/5 ; I15-1 ; 1/I-11. Inspection was performed per approved plan details 6/S3.04 and per shop plans approved per DCI Engineers, also 8" wall was inspected per wall schedule on sheet S1.01 Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and rA4nl1Atnry rPn71irP1YlAtlfe Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraaan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same irffmmation has been provided by others on site. -az, &ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 26, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. ercer Operations Manager Pacific Northwest Division ism/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 == � K4 an& Ass ociates,Inc. owls, MW11111 Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2222018EH DATE: 2/22/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: PROJECT: Edmond P.O. INSPECTOR: Eric Haines LOCATION: 201 Main St JURISDICTION: City of Edmond KA P.M.: WEATHER: Icy TEMP: 27' F Arrived on site at the request of the contractor to test the concrete being placed. The concrete was being placed in multiple walls and columns around the ground floor. Was on site for the placement of 90 cyds. The concrete was coming from Miles with the mix design 15LCD10. The resteel was done prior to arrival. The concrete was pumped and vibrated into placed. One set of cylinders were taken to be tested in the lab at a later date. Was told to arrive on site by 6:30 for a 7:00 pour but due to the weather the concrete did not arrive until 10:45. Reviewed By: ASTM Test #: _ Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. ~Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on she conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. .4�__KIOLZaji & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 1, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. bmitted, Jeffrey S TES, INC. Pacific Nkrih�vest Division JSM/Ikj CC: CITY OF EDMONDS 4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 I..Td 1<17aZan & A s s o c i a t e s, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR2282018JLG DATE: 2/28/2018 Set Count: CONTRACTOR: Edmonds202O LLC PROJECT #: 09617054 PERMIT #: BLD2016-056 PROJECT: Post Office INSPECTOR: Jerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: Ovecast TEMP: 43 Arrived onsite per contractors request to observe the continuing stressing of PT Deck Level 1. The Distributed group BLKCOP was stressed with the 1" tendon from the south being abandoned by the Engineer of Record. Also the Banded group YELBRN was stressed with the 3'd and 101' tendons from the west being abandoned by the Engineer of Record. Prior to stressing contractor had chipped around the tendons and placed non shrink grout. Samples were made. The samples were broken on 2/27/18 with the results meeting or exceeding the required 3000psi to stress. The tendons were stressed per plans and specs with the elongations within tolerances. Contractor can not cut the tendons until receiving approval from the Engineer of Record after the stressing records have been reviewed. Reviewed ASTM Test #: IAsset Number(s): To the best of my knowletW, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krasan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. —� (j �1 ''� CI�Ja 1 � �As_sociats Inc. Page 1 of 1 1I GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 2/28/2018 Project #: 09617054 Project: Post Office Location: 201 Main St Edmonds Krazan P.M.: Tendon Location: Post Tensioning Data Contractor: Edmonds202O LLC Permit No BLD2016-056 Inspector: Jerry L. Gelder Jurisdiction: City of Edmonds Weather: Overcast 43F Specifications: +/- &% Equipment/Asset Number(s): Building: Level: 1 Section: System I: Guage Serial No.: M34 Ram Serial No.: M34 Tendon Direction: Pour: Ram Pressure: 530OPSI TotalDeviation �Q meviewea tsy: Comments: Technician: Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 03301 Past Tensioning Data Effective 9/26/2017 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the diem and Krazan & Assoclates. This report indicates our Inspedors observation and testing results based on site conditions and contractor activities. This information Is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. —or ,,.-.AM & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 7, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ,Jeffreyt&ercer Operations Manager Pacific Northwest Division JSM/lki CC: CITY OF EDMONDS 4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc t� 'F =� alZ & Associates, Inc. FIELD REPORT NO.15 0 4 S 4 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .3 - 7 - PROJECT #: / 7 D _ PROJECT: 4�/,LP2 LOCATION: Z KRAZAN PROJECT MANAGER: CONTRACTOR: C C� 245 -Z4 JURISDICTION: r�,Q PERMIT #: A 6_ e) S`6 6 INSPECTOR: WEATHER: TEMP: ■rt - ti — LJt !� Z Zo rr r Equipment/Asset Number(s): To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Sup inpnd n e sentative: Technician: r This report indicates our inspector's obse ation and testing results based on the site condition and contractor's activities. This ormation subject to review p ' r to final submittal. By signing this report, our nspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE:4/2212009 - Kr & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 20, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. uAk"_C. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 l�an&-Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR3162018DB DATE: 3/16/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: PROJECT: Edmond Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: sunny TEMP: 50 On site for epoxy dowel inspection. Observed installation of 12 - #5 dowels into foundation for added footing on level 1, grid 5 — I to existing building. Verified 6" embed for #5 as per DCI engineer's email. Used Simpson Set XP, 127Z210Z, expires 04/22/18. Reviewed By: 1� �" ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. I Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site. .. - OLZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 22, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVtki CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 Apr "a m ----- 11(10�an & A S s o c i a t e s,inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR3202018WB DATE: 3/20/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: F 4 "%&40210 fas 1 t P, INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: WEATHER: Sunny TEMP: 48 Krazan representative arrived on site for rebar inspection, observation, and testing sampling. Rebar #5 were laid (top and bottom) at footing (51 I- existing building) Concrete blocks are laid under rebar. Rebar were tie firm in place and look good. Contractor used bucket to pour about 3 cyds mix at footing (51 I- existing building) The mix design has min compressive strength 4000 psi at 28 days. One set of five cylinders 4x8 was cast. All testing results are listed on concrete report 09617054CR32018-WB Reviewed B ASTM Test #: Asset Number(s): j- To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site. y. �. '�� GlZ& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 9, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. UJJ" Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 (MZan&Associates, I nc. OR? Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR452018WB DATE: 4/5/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: BLDG 2016 0506 PROJECT: Edmonds 2020 INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: WEATHER: Rainning TEMP: 44 Krazan representative arrived on site for rebar inspection, observation, and testing sampling. Contractor used bucket to pour about 8 cyds mix 156000 at pour back strips (l/ I- E) The mix design has min compressive strength 5000 psi at 28 days. One set of five cylinders 4x8 was cast All testing results are listed on concrete report 09617054CR4518-WB Reviewed By: at, ASTM Test #: Asset Number(s; To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: L Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Wazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information bas been provided by others on site. & ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 12, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. R I'v, I, Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 R�V%raZan&Associate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR4112018WB DATE: 4/11/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: BLDG 2016 0506 PROJECT: £ends-3920 eojst D INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: WEATHER: Sunnv TEMP:48 Krazan representative arrived on site for. observation, and testing sampling. Contractor used bucket to pour about 420 cyds mix 156000 at level 2 PT deck and wall (3/ I- EXA) The mix design has min compressive strength 6000 psi at 28 days. Three set of eight cylinders 4x8 were cast. All testing results are listed on concrete report 09617054CR41118WB-1, 09617054CR41118WB-2, and 09617054CR41118WB-3 Reviewed B ) ) ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Su erintendent/Re resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any farmat without the written permission of the client and Kra2an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. _==Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 18, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNUlki CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 ==:=Wean&Associates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR4172018WB DATE: 4/17/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: BLDG 2016 0506 PROJECT: Edmonds 2020 INSPECTOR: William Bui LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: WEATHER: Sunny TEMP: 47 Krazan representative arrived on site for observation, and testing sampling. Contractor used bucket to pour about 8 cyds mix 15LCD10 at level 2 Columns (A/2, A/3, B/2, B/3, C/l, C/2, D/1.8, F/2, G/2, H.2/1.8, H.1/2.8, and G.5/3.5) The mix design has min compressive strength 6000 psi at 28 days. One set of five cylinders 4x8 was cast. All testing results are listed on concrete report 09617054CR41718-WB .T - i a Reviewed B,,: ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. FIELD REPORT NO: 150612 ==--= I��azarl & A s s o c i a t e s, Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: A` _ — CONTRACTOR: 2. Cr O PROJECT #: JURISDICTION: PROJECT: PERMIT #: 64, , 26 — C/ _C6 LOCATION: v;_ INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: TEMP: 413 -+r � to sL ►rf � t r ty r Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specificatio egulatory requirements. Superintendent/Representative: Technic' n: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This in r ation is subject to review prior final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on te. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/2212009 -Krazan & Associates, Inc. FIELD REPORT NO: 150611 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4 PROJECT #: _ef3!!6 O 475/ PROJECT. , . LOCATION: _ 2 GI S— KRAZAN PROJECT MANAGER: CONTRACTOR: e JURISDICTION:_ ce/1 40 PERMIT #:- INSPECTOR:�r-� WEATHER: 2 e,,tij TEMP:y3 - r�j_G /I,_F..St� ■S /�t1?mac II=_, nJ C777 73 >S3QX12 - X" L _ _" / - ,�cia 1 '4- / 2 p� � � �, /��Ir�Y2�.�—�7.,✓�7 i� �-P�7G��i 117�'�t.Q Grrr2 � Equipment/Asset Number(s): To the best of my knowledge, the abov436 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Te jcian: 12 This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This ii mation is subject to review�rior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others o site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22I2W9 POST TENSIONING DATA �°"e-- I Date: _ V — / C. _ f Project M v Project:��— Location: Krazan PM: Tendon Loc.: Building Tendon Din System I: Gauge Serial No: Level Ram Serial No: Contractor: Lcj�i.�im, 2 n Permit No: 6 Inspector: Z-Z=A , j Jurisdiction: Weather: Specs: ± ] _ Section Pour Ram Pressure: psi s� - ��■� U\lieneralUtrazan 1,orms\hield J lorms\Post "lensionmg Data.xls Revision 1 (2/18/13) POST TENSIONING DATA /'-f" Z Date: e- _ I k Contractor: Project M o Permit No: 6 Project: � a j Inspector: =�� Location: ZdlJurisdiction: — Krazan PM:� Weather: Tendon Loc.: Specs: - Building Tendon Din System I: Gauge Serial No: Level 2 Section Ram Serial No: Pour Ram Pressure: psi Computed �n #1 Total on 1.,..uvaaauuazaaa a vaauou acau ruauabu-vbt IUMMuillg 1Jaul.2LlS Kevision i (zliii/13) POST TENSIONING DATA 3 Date: _ G Project M U Project: r da a j Location: Krazan PM:� Tendon Loc.: Building Level 4 Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: Permit No: P/ 6z 2a /6, e, 6 Inspector: Jurisdiction: — Weather: Specs: :!- ],,�' Section Pour Ram Pressure: nsi Tendons Computed Elon g Elong. #1 Elong. #2 Total Elong. Computed Deviation Lift Off Remarks Mark Number z' 2 3 6rSr 3 3 361a s 3 6i-V 9 clw �6/�� /o 31,e y//9 — y 7i1, 3 Z 5Z� 2- % / 6/ %8 l 0 3/a' x - 2 T-/tf 3 /v"le Iff- '/1 c-- s/8 / 2 /3 7-A G:1General azan Forms field 'st Tensioning Data.xls Revision 1 (21 8/13) POST TENSIONING DATA Date: C. Project #: U7 o Project: 14r�raci'v �6 jr f .� Location: 2 d/ Krazan PM: Tendon Loc.: Building Level Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: E�� 2 n L n Permit No: 9Z Aa 2 0 /6, ^ U 5 a 6 Inspector: ?e— Jurisdiction: Weather: Specs: Section Pour Ram Pressure: nsi ��Elong.�� Total POST TENSIONING DATA e-fe-- S` Date: — 16 _ Project #: G, o Project: Location: Krazan PM:� Tendon Loc.: Building Level Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: Permit No: 6 Inspector: -- Jurisdiction: Weather: Specs: Section Pour Ram Pressure: psi Tendons Computed Elong Elong. #1 Elong. #2 Total Elong. Computed Deviation Lift Off Remarks Mark Number y 3 3 tSs} 7 yid 7 -7h_ 4 x AID` Z 7r� 3 7 yid y 7 S 7 7 — -5F'tic 9 3�s f 2 x 2 L' 2- 1,371 Z uVY G / o V 6 o Z/Y 13 7� 31r war '7,- v:wjeneranr%xazan rormsTieia rormsTost Iensionmg Data.xls Revision 1 (2/18/13) POST TENSIONING DATA �`"f Date: 6 _ Contractor: Project #: , o Permit No: 6 Project: � Inspector: ■ Location: Z,d/ 42,� Jurisdiction: Krazan PM:� Weather: Tendon Loc.: Specs: -+ Building Level _ _ Section Pour Tendon Din System I: Gauge Serial No: Ram Serial No: Ram Pressure: psi Tendons Computed Elong Elon #1 g' Elon #2 g' Total Elong. Computed Deviation Lift Off Remarks Mark Number /o c% y/8 �y/x 0 /0 1031 /O /0 /0'/r /G ©Y G /01/1 /u (0'/x 9 6/" 40 2 /0'4 /0 3 ' Z // 2/x /I z/p /0 3 /vim /vb 7 /a 6/r z/,r 'Ile Ll / 7/! p IV 7/,' /0 yIV rr U 7/y 6'Ile - .,. vcuviaiuua�zui r�lILJ�[ Lela rormsu-ost iensiomng liata.xis Revision 1 (2/18/13) POST TENSIONING DATA Date: 6 _ Ik Project #: ,,�, 7 o j Project: y a — e-,— Location: Z�/ Krazan PM: Tendon Loc.: Building Level 4- Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: Permit No: 6 Inspector: --- Jurisdiction: Weather: Specs: k 7' Section Pour Ram Pressure: asi Tendons Computed Elong Elong.#1 Elong. #2 g Total Elong. Computed Deviation Lift Off Remarks Mark Number /U3/a 6 /03A / 0 y/8 0 / 0 y/Y / lJ VY �x / 0 //r /b/�r U / p 6/1r 6 /03/s Q /0 31Y I0 6/Y Cj / 1y /O� `� l0 /,' /0 Z-' o /0 ZAK /0 a 31X /0 31r Gr// % — 6,e,.j ! . E✓a /I % '%� / / // _ Z y/Y / Z � 7' 2 y� 3 /o'/x - %r /D b/lr- y 0 6/9 U /p`A S / 0 1e O l07/y, 6 'N p /O S7r /I Z/V 0 // i /V Id U 71r 6 /67/r /0 e/y /0 cltr Z X 3 2-/l G:1General\Krazan Forms\Field Forms\Post Tensioning Data.xls Revision 1 (2/1 /13) POST TENSIONING DATA9/ Date: Project #: �� o Project: Location: 2dl �Q T'— Krazan PM:� Tendon Loc.: Building Level Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: Permit No: 6 Inspector: ---- Jurisdiction: Weather: Specs: ' Section Pour Ram Pressure: usi Tendons Computed Elong Elong. #1 g Elong. #2 g Total Elong. Computed Deviation Lift Off Remarks Mark Number /z L/� % II 3/r y/S 61y - % 2 o // � 0 /dr We U // y4 / z/2 z/r // d/x Z Z4 / `/a — Ilk f/ '% 7 z - Z/1- // 6/Y 7/2? - 1/r // 61y s/r - Z/i' / )Ar / 2- - =/y I f-Ae / /a - Zg �Xd 'Ay IL L / 2 - Z/r /-3 1 / - I- Z S. G:\General\Krazan Forms field F rms\Post Tensioning Data.xls �y Revision 1 (2/1 /13) POST TENSIONING DATA e— Date: _ C. _ Ik Project #: �� o Project: 6 J Location: 2 d/ ztza_ Krazan PM:� Tendon Loc.: Building Level Tendon Din System I: Gauge Serial No: Ram Serial No: Contractor: Permit No: Inspector: Jurisdiction: Weather: Specs: -H ' Section Pour Ram Pressure: nsi Tendons Computed Elon g Elong. #1 Total Computed Elong. #2 Elong. Deviation Lift Off Remarks Mark Number _ 2-- / W9, Y/ay — % /I /Y 6'/9— z Z� / i/t - z/e / / 3/2' Ile 7/a' 7/4 7: Y 0 G:1General\Krazan Forms\Field Forms\Post Tensioning Data.xls Revision 1 (2/18/13) POST TENSIONING DATA / 0 Date: e—, _ Contractor: Project #: v V Permit No: a �o le--6 � a o Project: _ �. Q — Inspector: ----- �i Location: �— Jurisdiction: Krazan PM: �� Weather: Tendon Loc.: Specs: -F 7 ' Building Level Section Pour Tendon Dir: System I: Gauge Serial No: Ram Serial No: Ram Pressure: psi Tendons Computed Elong. #1 Elon Total Elong. #2 Elong. Computed Lift Off Remarks Mark Number g Deviation T z �� x L y�:46 7 aA 3 6 L/ `'/8 J c 3 B V i G/d _ 4 r, • , 7 3 s� ' 3 y/a l 3 3 / 3 yip /L 3 i3 3 1% i6 3 GAGeneral\Krazan Forms\Field Forms\Post Tensioning Data.xls Revision 1 (2/18/13) =—.Kraz;an & ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 24, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. RLU(e""L Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198t1i Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 +Van&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR4192018HF DATE: 4/19/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Hatem Farhat LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KA P•M•: WEATHER: clear TEMP: Reinforced steel inspection was performed on: 1) stair core walls at level 2 to level 3 shear wall S W9, S W 10, S W 11, S W 12 inspected per plan detail S3.04. 2) Shear walls at level 2 at grid: I/2.2-2.3 and E&F/6.5-6 Inspection was performed per approved plan details and all re -steel was checked for grad, size, lap splices and clearances. Contractor poured a total of 8 cyds of approved mix design 15LCD 10 with 5000 psi at 28days min required strength design on columns located at level 2 at the following grid: I/1.8, G/3, 4.5/G.5,G, F/1.5, G/1.5, E/l, D/l, D/1.8, C/l, D/2.8,B.5/1.8. One set of four 4x8 concrete cylinders were cast for compressive strength testing; all test results are listed on concrete data sheet report. Reviewed By: 1C1Ct� /�.�. ASTM Test To the best of my knowledge, the above WAS perfor regulatory requirements. r Superintendent/Representative: m #: Asset Nuns s) d in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Knn an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. =-== 1'(XaZal� & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 25, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JS1vVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc -KXaZan & Associates, Inc. FIELD REPORT NO: 150627 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: i - / ,&- PROJECT #: . c PROJECT - LOCATION: Z KRAZAN PROJECT MANAGER: C?" CONTRACTOR: O JURISDICTION: PERMIT #: A LID Z20Z - , 6 INSPECTOR:—� WEATHER:` C TEMP: 5/4-1' f � ■Call t � E "T if- ./ �. ■_ t E Equipment/Asset Number(s): To the best of my knowledge, the above A 1/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Tecehian_ This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This info tion is saplect to review prior�to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on e. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT2009.doc EFFECTIVE: 4/22/2009 Page 1 of 1 =l'�an&Associates, Inc. Field Geotechnical Engineering e Environmental Engineering Report NO.: 09617054DFR4232018YA Construction Testing and Inspection DATE: 4/23/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: BLD2016-0506 PROJECT: Edmonds Post Office INSPECTOR: Yosief Abraha LOCATION: 201 Main St, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 54 Krazan representative arrived at the site to conduct concrete inspection and testing Columns[Level 2 North east quarter of the deck, approximately g, 6/L 6/G 7� 6/F 6. 5/L 5/G 7, 5/F.6, 5/E.6 5/D.5 4.311 4.3/E.6 3.5 3/E.61 Observed the contractor placing concrete approximately 8 cubic yards with mix No. 15LCD10 from MILES. Also checked batch tickets, water added and performed slump and temperature tests. The contractor used bucket to deliver the concrete and mechanically consolidated the concrete. One set of (5:1-7days, 3-28days, and 1-hold) 4X8 cylinders were made. Please refer to concrete report No. 9617054CR4232018YA-1, for detailed mix - design, location of placement and compressive strength results. Reviewed ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraaan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site KX0LZaY1_ & ASSOCIATES. INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 25, 2019 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. ES, INC. JSWlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving ti:e Western United States 09617054 DFR.doc _ Page 1 of 1 w:a &Associates, Inc. Geotechnical Engineering* Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR4232019JA DATE: 4/23/2019 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: b L G ZC3 f CQ 0 PROJECT: Post Office INSPECTOR: Joseph Aranas LOCATION: 201 Main Street JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP:52 Reinforcing Steel Inspection: A Krazan & Associates onsite the contractor had placed the rebar on Slab On Deck grid line @ 3-5/I- A' and Wall grid line @ 3/I-A'. We verified the reinforcing steel for size, grade, counts, spacing, Clearances, Dimensions. See Structural note S2.02, and as per email conversation of the Engineer and Contractor dated February 21, 2018, Time: 12:45PM. In our opinion, The reinforcing steel was place in general accordance to the approved plan and specification. ►Il Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, di regulatory requirements. - above WAS performed in accordance with the approved plans, specifications and Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kramn & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site Warm- OF V-�-KraZan- & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 1, 2019 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey A L Operations Manager Pacific Northwest Division JSM11ki CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc A i- Page 1 of 1 =(&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR4292419SS-1 DATE: 4/29/2019 Set Count: 1 CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLD2016-05-06 PROJECT: Post of office INSPECTOR: Susheel Sharma LOCATION: 201 main St JURISDICTION: City of Edmods KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 47 Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and water allowances. Concrete started pouring by 7:30 am and completed by 9:30 am. Contactor placed total 16 yd3 of concrete from mixed code 156000 from plant of Miles Sand & Gravel. Contractor poured at Wall and Slab of the building Contractor poured concrete using pump. LOCATION : (i) Wall and Slab at Grid 3-4/I-A' CONCRETE INSPECTION: Set 1: Mix Code: 156000• Permit No : BLD2016-05-06 • Disp Ticket No: 221495 Total 5 samples were made in this set. Five are for lab sure in this set. One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 5-6-19, three in 5-27-19, one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated. Designed strength of this concrete is 6000 psi in 28 days. See Cylinder report 09617054CRO42919-SS-1 for break results. Site Photo 1: Concreting done at Slab and walls 112, Reviewed By: ASTM Test #: I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared far the exclusive use of the client. This report may not be reproduced in any fmmat without the written permission of the client and Knuum & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. .KrO Z &ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 22, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 2 � Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 ...Twid V#.XaZan& A s s o c i a t e s, I n c. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5182018TR DATE: 5/18/2018 Set Count: CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT M BLDG2016-0506 PROJECT: Post Office INSPECTOR: Taylor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: overcast TEMP: 55 Inspected reinforcing steel for the level 1 walls located H-I/1-5. Wall reinforcing was checked for size, grade, spacing, lap count, clearance and placement. Clearances were corrected as needed. Wall reinforcing appeared to conform to the approved plans and specifications. Inspected the level 3 PT deck. Work was approximately 80% complete. Verified tendon counts and helped clarify several details, tendon profiles, and tendon changes. Work generally appeared to conform to the approved plans and specifications. Reviewed[�By:��ASTM Test #: �Asset_Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. ive: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in my format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. (i...6 SAM OF AIK K----- & ASSOCIATES, INC. razaa . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 24, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN & ASSOCIATES, INC. effrey S. ercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 =l(a an&Associ ate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5222018TR DATE: 5/22/2018 Set Count: CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Taylor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Sunny TEMP: 65°F Inspected the level 3 PT deck located A-I/1-7. PT tendons were counted, profiles measured, and anchorage zones verified, Reinforcing steel was checked for size, grade, spacing, lap, clearance, count, and placement. Embedded items were checked for stud count, size, and placement, and hold downs and anchor bolts were verified for placement and trim steel. Several corrections were made during the inspection including finishing install of 1 OTB reinforcing, typical block out steel at penetrations, and installing trim steel for hold downs. Recommended adding a nosing bar at the perimeter unreinforced anchor bolts, and installing anchor bolts on either side of penetrations in shearwalls. Work generally appeared to conform to the approved plans and specifications. Deck still needs final cleanup and materials removed. Any remaining items like clearances or tendon sheathing tears may be remedied during pour watch for concrete placement. Reviewed By: ASTM Test #: L Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krmn & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. �MR AMIN� r __60KXaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 25, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 �1(jan&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5232018DB DATE: 5/23/2018 Set Count: CONTRACTOR: Edmonds 2020 LLC PROJECT #: 09617054 PERMIT #: 20160506 PROJECT: Edmonds Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: sunny TEMP: 70 On site for reinforced concrete inspection Concrete placement for trash enclosure/dumpster walls on level 1. Reinforcing steel placement inspected and approved previously by Krazan and Associates. Concrete placed by line pump and mechanically consolidated. 20 cubic yards of mix #07500 supplied by Miles S & G for F'c = 3000. Cast 5 — 4 x 8 cylinders for strength tests. Reviewed By: /%/�,1ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information providcd on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. a Page 1 of 1 IMAM r. ._-KnVan Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5232018TR DATE: 5/23/2018 Set Count: CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Taylor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 75' F Attended the engineers walk/ structural observations of the level 3 PT deck located A-I/1-7. PT deck was previously inspected pending the engineers review. Nosing bars at the perimeter unreinforced anchor bolts for shear walls tendons were adjusted to maintain clearance around penetrations, conduit was chaired to provide clearances, hairpins were added to tight sweeps, and several penetration groups were trimmed with blockout reinforcing steel. The PT deck appeared to conform to the approved plans and specifications. Reviewed By: I I I ►,I_ { A -A -A-, I ASTM Test #: To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the occlusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. .� ,:.O= �==KraZall & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 30, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. .Jeffrey S. ercer Operations Manager Pacific Northwest Division JSM/lkj CC: CrrY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 �an&Associates,Inc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5252018YA DATE: 5/25/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLD2016-0506 PROJECT: Edmonds Post Office INSPECTOR: Yosief Abraha LOCATION: 201 Main St, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 54 Krazan representative arrived at the site to conduct concrete inspection and testing. PT-Deck(level 3) Observed the contractor placing concrete approximately 339 cubic yards with mix No. 156000 from MILES. The contractor placed by pump truck and mechanical vibrator was used for consolidation. Also checked batch tickets, water added and performed slump and temperature tests. Three sets of (8: 3-field cured, 1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made. Please refer to concrete report No. 9617054CR5252018YA-1 for detailed mix -design, location of placement and compressive strength results. Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Braun & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity o£results. The same information has been provided by others on site. Page 1 of 1 _. aZan&Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5252018TR-3 DATE: 5/25/2018 Set Count: 3 CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Ta for Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 65' F Inspected concrete placement for the level 3 PT deck located A-U1-7. Several tendons were adjusted to provide clearance from penetrations, Two penetrations were replaced with steel near PT head crush zone. Miles delivered approximately 350yd3 of approved concrete mix 156000. Concrete was placed by pump and boom and was mechanically consolidated. Pourwatch assistance was provided by all trades to repair any items displaced by concrete. Three sets of strength test cylinders were cast from this mix including field cured cylinders. Concrete placement appeared to conform to the approved plans and specifications. Reviewed By: ASTM Test #: Asset Number(s)- To the best of my knowledgethe above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. =�=-_ -�0 KrOLZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 31, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 - (425) 485-5519 - FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 A _.:W_wr� 1<jUZaj'j &Associates,lnc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5292018TR DATE: 5/29/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Taylor Rooney _ LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Sunny TEMP: 651F Inspected stressing of the level 3 PT deck located A-1/1-7. Prior to stressing field cured cylinders broke over the minimum stressing requirement. PT tendons were stressed to 33Kips using ram and gauge sets 921/921 Silver calibrated 1/8/18 to 5400 gauge pressure and M34/M34Yellow calibrated 1/8/18 to 5300 gauge pressure. PT tendon elongations were measured and recorded on the attached stressing log 09617054PTD5292018TR. Several tendons were short on the initial stress and were pulled a second time to verify pressure. These came into tolerance and are marks pulled2X in the remarks. Several tendons were over elongation tolerance 1/8-1/4 are highlighted yellow and 3/8" over is highlighted red. The entire group pulled long possibly due to more sweep in the profile than initially calculated. These are group Red -Blue on page 9 (located approximately 6 line) of the stressing log. Pending the engineers review stressing appeared to conform to the approved plans and specifications. Reviewed By:[1% ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. _ Page 1 of 10 _nmmKrazan& A rzragci ate s. Inc _ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Equipment/Asset Number(s): Building: Level: 3 System I: Guage Serial No.: 921/M34 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks _ Section: Ram Serial No.: Tendon Direction: 921 silver/M34y Pour - Ram Pressure: 5400/5300 Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark I # BK-BL-BK 1 31/2" 41/2 31/2 0 BK-BL-BK 2 31/2" 41/2 31/2 0 BK-BL-BK 3 31/2" 41/2 31/2 0 B K-G R-B K 1 3 5/8" 4 3/4 3 3/4 1/8 BK-GR-BK 12 3 5/8" 4 7/8 3 7/8 1/4 Brown 1 3 1 /2" 4 3/4 3 3/4 1 /4 Brown 2 3 1 /2" 4 5/8 3 5/8 1/8 Brown 3 3 1 /2" 4 1 /4 3 1 /4 1 /4 Brown 4 3 1 /2" 4 5/8 3 5/8 1/8 Brown 5 31 /2" 41/2 31/2 0 BK-GR-BK 1 5 3/8" 6 1/2 5 1/2 1/8 BK-GR-BK 2 5 3/8" 6 1/2 5 1/2 1/8 B K-G R-B K 3 5 3/8" 6 1 /4 5 1 /4 1/8 RD-BR 1 9 3/8" 10 7/8 9 7/8 1/2 RD-BR 2 9 3/8" 10 3/4 9 3/4 3/8 RD-BR 3 9 3/8" 11 10 5/8 RD-BR 4 9 3/8" 10 1/4 9 1/4 1/8 RD-BR 5 9 3/8" 10 3/4 9 3/4 3/8 RD-BR 16 9 3/8" 10 1/4 9 1/4 1/8 B L-B R 11 9 3/8" 10 1 /4 91 /4 1/8 B L-B R 2 9 3/8" 10 1 /2 9 1 /2 1/8 BL-BR 3 9 3/8" 10 9 3/8 B K-G R-YL 1 9 5/8" 10 1 /2 9 1 /2 1 /4 BK-G R-YL 2 9 5/8" 10 3/4 9 3/4 1/8 BK-GR-YL 3 9 5/8" 10 5/8 9 5/8 0 BK-GR-YL 4 9 5/8" 10 5/8 9 5/8 0 BK-GR-YL 5 9 5/8" 10 3/4 9 3/4 1/8 BK-GR-YL 6 9 5/8" 110 3/4 9 3/4 1/8 B K-G R-YL 17 9 5/8" 10 1 /2 9 1 /2 1 /8 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 03301 Post Tensioning Data Effective 9/26/2017 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the diem and Krazan & Associates. This report Indicates our inspectors observation and testing results based on site conditions and contractor activities. This Information is subject to review prior to final submittal. By signing this report, our inspector does riot accept responsibility for validity of results. The same information has been provided by others on rifle. -- — Page 2 of 10 Krazan &ASSociate s.Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # BK-GR-YL 8 9 5/8" 10 3/8 9 3/8 1/4 BL-BR 1 9 3/8" 10 7/8 9 7/8 1/2 BL-BR 2 9 3/8" 10 5/8 9 5/8 1/4 BL-BR 13 9 3/8" 10 3/4 9 3/4 3/8 BL-BR 4 9 3/8" 10 5/8 9 5/8 1/4 BL-BR 5 9 3/8" 10 3/4 9 3/4 3/8 BL-BR 6 9 3/8" 10 1 /2 9 1 /2 1/8 BL-BR 7 9 3/8" 10 1 /2 9 1 /2 1/8 BL-BR 8 9 3/8" 10 1 /2 9 1 /2 1/8 L-B R 9 9 3/8" 10 1 /2 9 1 /2 1/8 IB RD-OR 1 4 3/8" 5 5/8 4 5/8 1/4 Stair opening RD-OR 2 4 3/8" 5 5/8 4 5/8 1/4 RD-OR 3 4 3/8" 5 5/8 4 5/8 1/4 RD-O R 14 4 3/8" 5 1 /2 4 1 /2 1/8 RD-OR 15 4 3/8" 5 1 /2 4 1 /2 1/8 RD-OR 6 4 3/8" 5 5/8 4 5/8 1/4 RD-OR 7 4 3/8" 5 5/8 4 5/8 1/4 RD-O R 8 4 3/8" 5 1 /4 4 1 /4 1/8 RD-OR 9 4 3/8" 5 5/8 4 5/8 1/4 RD-OR 10 4 3/8" 5 5/8 4 5/8 1/4 RD-O R 11 4 3/8" 5 1 /2 4 1 /2 1/8 RD-OR 12 4 3/8" 5 1/4 4 1 /4 1/8 Orange 1 4 5/8" 5 3/4 4 3/4 1/8 Stair opening Orange 2 4 5/8" 5 5/8 4 5/8 0 Orange 3 4 5/8" 5 3/4 4 3/4 1/8 Orange 4 4 5/8" 5 7/8 4 7/8 1/4 Orange 5 4 5/8" 5 3/4 4 3/4 1/8 e 6 4 5/8" 53/4 43/4 1/8 n e 7 4 5/8" 57/8 47/8 1/4 rn nge 8 4 5/8" 53/4 43/4 1/8 n e9 4 5/8" 55/8 45/8 0 n a 10 4 5/8" 51 /2 4 1 /2 1/8 Orange 11 4 5/8" 5 3/4 4 3/4 1/8 Orange 12 4 5/8" 5 7/8 4 7/8 1/4 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same Information has been provided by others on site. �ram] �� Page 3 of 10 ��' =14�i[_aL1a 1 &AS_socia,te.E.I_nc- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark I # BK-GR-YL 1 9 5/8" 10 7/8 9 7/8 1/4 BK-GR-YL 2 9 5/8" 10 5/8 9 5/8 0 B K-G R-YL 3 9 5/8" 10 1 /2 9 1 /2 1/4 BK-GR-YL 4 9 5/8" 10 3/4 19 3/4 1/2 BK-GR-YL 5 9 5/8" 11 10 3/8 BK-GR-YL 6 9 5/8" 11 10 3/8 BK-GR-YL 7 9 5/8" 11 10 3/8 RD-YL 1 4 1/4" 51/4 4 1/4 0 West Side RD-YL 2 4 1/4" 5 1 /2 4 1 /2 1/4 RD-YL 3 4 1/4" 5 4 1/4 R D-YL 4 4 1/4" 5 4 1/4 RD-YL 5 4 1/4" 51/4 4 1 /4 0 RD-YL 6 4 1/4" 51/4 4 1 /4 0 RD-YL 7 4 1/4" 5 4 1/4 RD-YL 8 4 1/4" 51 /8 4 1 /8 1/8 RD-YL 9 4 1/4" 5 4 1/4 O R-B R 1 4 1/8" 4 7/8 3 7/8 1/4 OR -BR 2 41/8" 5 4 1/8 OR -BR 3 4 1/8" 4 3/4 3 7/8 1/4 pulled 2x OR -BR 4 41/8" 5 4 1/8 OR -BR 5 4 1/8" 51/4 4 1 /4 1/8 OR -BR 6 41/8" 51/4 41/4 1/8 OR -BR 7 41/8" 5 4 1/8 OR -BR 8 4 1/8" 51/4 4 1 /4 1/8 OR -BR 9 4 1/8" 4 7/8 3 7/8 1/4 OR -BR 10 4 1/8" 4 3/4 3 7/8 1/4 pulled 2x OR -BR 11 4 1/8"' 4 7/8 3 7/8 1/4 OR -BR 12 41/8" 5 4 1/8 OR -BR 13 4 1/8" 4 7/8 3 7/8 1/4 OR -BR 14 41/8" 4 7/8 3 7/8 1/4 OR -BR 15 4 1/8" 4 7/8 3 7/8 1/4 OR -BR 16 4 1/8" 51/4 4 1 /4 1/8 OR -BR 17 41 /8" 5 3/8 4 3/8 1/4 OR -BR 18 141/8" 5 4 1/8 OR -BR 19 14 1/8" 4 7/8 4 7/8 1/4 OR -BR 20 141/8" 51/8 41/8 0 OR -BR 21 141/8" 15 14 1/8 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same Information has been provided by others on site. Page 4 of 10 U.-Ki - ,7 n&ASSociates, Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # Brown 1 3 5/8" 4 1 /2 3 1 /2 1/8 Brown 2 3 5/8" 4 3/8 3 3/8 1 /4 Brown 3 3 5/8" 4 3/8 3 3/8 1 /4 RD-BR 1 4 3/8" 51/4 41/4 1/8 RD-B R 2 4 3/8" 51/4 41/4 1/8 RD-BR 3 4 3/8" 51/4 41/4 1/8 RD-BR 4 4 3/8" 5 1 /8 4 1 /8 1 /4 RD-BR 5 4 3/8" 5 1 /8 4 1 /8 1 /4 RD-BR 6 4 3/8" 5 1 /8 4 1 /8 1 /4 RD-YL 1 41 /8" 5 1 /8 41 /8 0 RD-YL 2 4 1/8" 5 3/8 4 3/8 1 /4 RD-YL 3 4 1/8" 5 4 1/8 R D-YL 14 4 1/8" 5 3/8 4 3/8 1 /4 RD-YL 5 4 1/8" 5 1 /8 4 1 /8 0 RD-YL 6 4 1/8" 4 7/8 3 7/8 1 /4 RD-YL 7 4 1/8" 5 3/8 4 3/8 1 /4 RD-YL 8 4 1/8" 51/4 41/4 1/8 RD-YL 9 4 1/8" 5 4 1/8 BL-YL 1 4 3/8" 5 5/8 4 5/8 1/4 B L-YL 2 4 3/8" 5 1 /2 4 1 /2 1/8 BL-YL 3 4 3/8" 51/4 41/4 1/8 B K-O R-C P 1 4 3/8" 5 1 /2 4 1 /2 1/8 BK-OR-CP 2 4 3/8" 5 1/2 4 1/2 1/8 BK-OR-CP 3 4 3/8" 5 1/2 4 1/2 1/8 BK-OR-CP 4 4 3/8" 5 1 /2 4 1 /2 1/8 BK-OR-CP 5 4 3/8" 51/4 41/4 1/8 OR -BR 1 41/8" 51/4 41/4 1/8 OR -BR 2 41/8" 51/4 41/4 1/8 OR -BR 3 4 1/8" 5 3/8 4 3/8 1 /4 B K-O R-YL 1 3 3/8" 4 1 /8 3 1 /8 1 /4 BK-O R-YL 2 3 3/8" 4 1 /2 3 1 /2 1/8 BK-O R-YL 3 3 3/8" 4 1 /8 3 1 /8 1 /4 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been Provided by others on site. _ � I � �� Page 5 of 10 &ASSOC I ate S. Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # BL-YL 1 4 3/8" 5 1 /4 4 1 /4 1/8 East Side B L-YL 2 4 3/8" 51/8 4 1 /8 1/4 B L-YL 3 4 3/8" 5 1 /4 4 1 /4 1/8 B L-YL 4 4 3/8" 5 1 /2 4 1 /2 1/8 B L-YL 5 4 3/8" 51/8 4 1 /8 1/4 B L-YL 6 4 3/8" 51/8 4 1 /8 1/4 BL-YL 7 4 3/8" 5 5/8 4 5/8 1/4 BL-YL 8 4 3/8" 5 5/8 4 5/8 1/4 BK-OR-BK 1 3 7/8" 5 4 1/8 BK-OR-BK 2 3 7/8" 4 7/8 3 7/8 0 BK-OR-BK 3 3 7/8" 5 4 1/8 BK-OR-BK 4 3 7/8" 4 5/8 3; 5/8 1/4 BK-OR-BK 5 3 7/8" 51/8 4 1/8 1/4 BK-OR-BK 6 3 7/8" 51/8 4 1/8 1/4 BK-OR-BK 7 3 7/8" 5 4 1/8 BK-OR-BK 8 3 7/8" 5 4 1/8 BK-OR-BK 9 3 7/8" 51/8 4 1/8 1/4 BK-OR-BK 10 3 7/8" 51/8 4 1/8 1/4 BK-OR-BK 11 3 7/8" 5 4 1/8 BK-OR-BK 12 3 7/8" 4 3/4 3 3/4 1/8 BK-OR-BK 13 3 7/8" 5 4 1/8 BK-OR-BK 14 3 7/8" 5 4 1/8 BK-OR-BK 15 3 7/8" 4 7/8 3 7/8 0 BK-OR-BK 16 3 7/8" 5 4 1/8 BK-OR-BK 17 3 7/8" 5 4 1/8 BK-OR-BK 18 3 7/8" 5 4 1/8 BK-OR-BK 19 3 7/8" 51/8 4 1/8 1/4 R D-YL 1 4 1/8" 5 1 /4 4 1 /4 1/8 RD-YL 2 4 1/8" 5 4 1/8 RD-YL 3 4 1/8" 5 4 1/8 RD-YL 4 4 1/8" 5 4 1/8 RD-YL 5 4 1/8" 5 1 /4 4 1 /4 1/8 RD-YL 6 4 1/8" 5 3/8 4 3/8 1/4 RD-YL 7 4 1/8" 5 4 1 /8 RD-YL 8 4 1/8" 5 1 /4 4 1 /4 1 /8 RD-YL 9 4 1/8" 4 7/8 3 7/8 1/4 RD-YL 10 14 1/8" 5 3/8 4 3/8 1/4 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report Indicates our Inspectors observation and testing results based on site conditions and contractor activities. This Information is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of results. The same information has been provided by others on site. j M �an Page 6 of 10 a &Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elonci. Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # RD-YL 11 41 /8" 51 /4 41 /4 1 /8 RD-YL 12 41 /8" 5 1 /4 41 /4 1 /8 RD-YL 13 41 /8" 5 3/8 4 3/8 1 /4 RD-YL 14 41 /8" 5 3/8 4 3/8 1 /4 RD-YL 15 41 /8" 5 1 /4 41 /4 1 /8 RD-YL 16 4 1 /8" 5 1 /4 41 /4 1 /8 RD-YL 17 41 /8" 5 14 1 /8 RD-YL 18 41 /8" 5 3/8 4 3/8 1 /4 RD-YL 19 41 /8" 51 /8 41 /8 0 RD-YL 20 41 /8" 5 1 /4 41 /4 1 /8 R D-YL 21 41 /8" 5 1 /8 41 /8 0 R D-YL 22 41 /8" 5 1 /8 41 /8 0 RD-YL 23 41/8" 51/4 41/4 1/8 RD-YL 24 41 /8" 5 1 /4 41 /4 1 /8 R D-YL 25 4 1 /8" 5 1 /4 4 1 l4 1 /8 RD-YL 26 41 /8" 51 /4 4 1/4 1 /8 RD-YL 27 41 /8" 5 1 /4 4 1 l4 1 /8 RD-YL 28 4 1 /8" 5 1 /8 4 1 /8 0 RD-YL 29 4 1 /8" 5 4 1 /8 RD-YL 30 4 1 /8" 5 1 /4 4 1 l4 1 /8 RD-YL 31 4 1 /8" 5 1 /4 41 l4 1 /8 RD-YL 32 4 1 /8" 5 1 /4 4 1 /4 1 /8 RD-YL 33 4 1 /8" 51 /4 41 /4 1 /8 RD-YL 34 41 /8" 51 /4 41 /4 1 /8 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our Inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The some information has been provided by others on site. Page 7 of 10 '- — ,�A a z &ASSociate s,Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # YL-CP 1 7 3/4" 8 3/4 7 3/4 0 YL-CP 12 7 3/4" 9 8 1/4 YL-CP 3 7 3/4" 8 1 /2 7 1 /2 1 /4 YL-CP 4 7 3/4" 8 7/8 7 7/8 1/8 B K-G R-B K 1 1111 11 5/8 1 10 5/8 3/8 BK-GR-BK 2 11" 11 1/2 3/4 101/4 3/4 BK-GR-BK 13 11" 11 3/4 1 1/4 11 0 BK-GR-BK 14 11" 12 1 11 0 W T-G R 1 10 5/8" 11 1/2 2 11 112 7/8 W T-G R 2 10 5/8" 11 5/8 1 1/2 11 1/8 1/2 W T-G R 3 10 5/8" 11 1 314 10 3/4 1/8 W T-G R 4 10 5/8" 11 1/2 1 1/4 10 3/4 1/8 WT-GR 5 10 5/8" 11 2 11 3/8 W T-G R 6 10 5/8" 11 1/2 1 1/2 11 3/8 W T-G R 7 10 5/8" 11 5/8 1 1/2 11 1/8 1/2 W T-G R 8 10 5/8" 11 3/4 1 1/4 11 3/8 W T-G R 9 10 5/8" 11 7/8 1 1/4 11 1/8 1/2 W T-G R 10 10 5/8" 11 3/8 1 3/4 11 1/8 1/2 BK-BL-BK 1 3 1/2" 41/4 31/4 114 BK-BL-BK 2 31/2" 41/4 31/4 1/4 BK-BL-BK 3 3 1/2" 41/4 31/4 1/4 BK-BL-BK 4 3 1/2" 41/4 31/4 1/4 BK-BL-BK 5 31/2" 41/4 31/4 1/4 BK-BL-BK 6 3 1/2" 4 3/8 3 3/8 1/8 BK-BL-BK 7 3 1/2" 41/4 31/4 1/4 BK-BL-BK 8 3 1/2" 4 1 /2 3 1 /2 0 BK-BL-BK 9 31/2" 41/2 31/2 0 BK-BL-BK 10 3 1/2" 4 3/8 3 3/8 118 ❑ R-YL 1 11 3/8" 12 1 /2 3/4 11 1/8 1/4 OR-YL 2 11 3/8" 12 7/8 3/4 11 5/8 1/4 OR-YL 3 11 3/8" 13 3/4 11 3/4 3/8 OR-YL 4 11 3/8" 11 3/4 7/8 10 5/8 3/4 OR-YL 5 11 3/8" 12 1 /2 3/4 11 1/4 1/8 OR-YL 6 11 3/8" 12 7/8 3/4 11 5/8 1/4 O R-YL 17 11 3/8" 12 3/4 3/4 Ill 1/2 1 /8 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may net be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Page 8 of 10 &Assn i t .Inc. _ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # O R-YL 8 11 3/8" 12 1 /2 3/4 11 1/4 1/8 O R-YL 9 11 3/8" 12 1 /8 NA 11 1/8 1/4 O R-YL 10 11 3/8" 12 1 /2 3/4 11 1/4 1/8 OR-YL 11 11 3/8" 121/4 3/4 11 3/8 OR-YL 12 11 3/8" 121/4 3/4 11 3/8 OR-YL 13 11 3/8" 12 3/4 10 3/4 5/8 O R-YL 14 11 3/8" 12 3/4 3/4 11 1/2 1/8 OR-YL 15 11 3/8" 121/4 3/4 11 3/8 O R-YL 16 11 3/8" 121/4 1 11 1/4 1/8 RD-GR 1 8 3/4" 9 1/2 8 1/2 1/4 pulled 2x RD-GR 2 8 3/4" 10 9 1/4 RD-G R 13 8 3/4" 9 5/8 8 5/8 1/8 RD-GR 14 8 3/4" 9 1/2 8 1/2 1/4 pulled 2x RD-GR 5 8 3/4" 9 1/2 8 1/2 1/4 pulled 2x RD-G R 6 8 3/4" 10 1 /4 9 1 /4 1/2 R D-G R 7 8 3/4" 9 1 /2 8 1 /2 1/4 RD-GR 8 8 3/4" 9 3/4 8 3/4 0 BK-BL-GR 1 21 /4" 3 1 /2 2 1 /2 1/4 BK-BL-GR 2 21/4" 3 3/8 2 3/8 1/8 B K-B L-G R 3 21 /4" 3 3/8 2 3/8 1/8 BK-BL-GR 4 21/4" 31/4 21/4 0 B K-B L-G R 5 21 /4" 3 1 /2 2 1 /2 1/4 BK-BL-GR 6 2 1/4" 3 3/8 2 3/8 1/8 BK-BL-YL 1 5 1/2" 6 1 /4 5 1 /4 1/4 BK-BL-YL 2 5 1/2" 6 1 /4 5 1 /4 1/4 BK-BL-YL 3 5 1/2" 6 1 /2 5 1 /2 0 BK-BL-YL 4 5 1/2" 6 5/8 5 5/8 1/8 BK-BL-YL 5 51/2" 61/2 51/2 0 BK-BL-YL 6 5 1/2" 6 1 /2 5 1 /2 0 BK-BL-YL 7 5 1/2" 6 5/8 5 5/8 1/8 BK-BL-YL 8 5 1/2" 6 5/8 5 5/8 1/8 BK-BL-RD 1 2 7/8" 3 3/4 2 3/4 1/8 BK-BL-RD 2 2 7/8" 4 3 1/8 BK-BL-RD 3 2 7/8" 3 3/4 2 3/4 1/8 BK-BL-RD 4 2 7/8" 3 3/4 2 3/4 1/8 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan $ Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This Information is subject to review prior to final submittal. By signing this report, our inspector does riot accept responsibility for validity of results. The same information has been provided by others on site. Page 9 of 10 �-1J<M &ASS0ciat .Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Post Tensioning Data Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks Tendons Computed Elon . Elon . #1 Elon . #2 Total Elon . Computed Deviation Lift Off Remarks Mark # BK-BL-OR 1 3" 4 3 0 BK-BL-OR 2 3" 4 3 0 BK-BL-OR 3 3" 4 3 0 BK-BL-OR 4 3" 4 3 0 BK-BL-OR 15 3" 3 718 2 7/8 1/8 BK-BL-OR 16 3" 41/8 31/8 1/8 BK-CP-BK 1 10 3/8" 12 11 5/8 BK-CP-BK 2 10 3/8" 12 11 5/8 BK-CP-BK 3 10 3/8" 11 1/2 101 /2 1/8 BK-CP-BK 4 10 3/8" 11 1/2 101 /2 1/8 BK-CP-BK 5 10 3/8" 11 1/4 101 /4 1/8 BK-CP-BK 6 10 3/8" 11 5/8 10 5/8 1/4 BK-CP-BK 7 10 3/8" 11 5/8 10 5/8 1/4 BK-CP-BK 8 10 3/8" 11 5/8 10 5/8 1/4 BK-CP-BK 9 10 3/8" 11 3/4 10 3/4 3/8 BK-CP-BK 110 10 3/8" 11 3/4 10 3/4 3/8 BK-CP-BK 11 10 3/8" 11 5/8 10 5/8 1/4 BK-CP-BK 12 10 3/8" 12 11 5/8 BK-GY-BK 1 10 3/4" 12 11 1/4 BK-GY-BK 2 10 3/4" 12 11 1/4 B K-GY-BK 13 10 3/4" 11 5/8 10 5/8 1/8 BK-GY-BK 4 10 3/4" 11 3/4 10 3/4 0 BK-GY-BK 5 10 3/4" 11 3/4 10 3/4 0 RD-BL 1 9 3/4" 11 1/2 10 1 /2 3/4 IRD-BL 3 19 3/4" 11 1/2 1 1101/2 3l4 RD-BL 4 19 3/4" Ill 1/2 1 1101/2 3/4 RD-131- RD-BL RD-81- 5 7 9 3/4" 9 3/4" 11 5/8 Ill 1/2 1 10 1/2 17/8 3/4 RD-BL 8 9 3/4" 11 1/2 10 1/2 3/4 RD-BL 9 9 3/4" 11 1/2 10 1 /2 3/4 RD-BL 110 9 3/4" 11 5/8 10 5/8 7/8 R D-BL 11 9 3/4" 11 1/4 101 /4 1/2 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Associates. This report Indicates our Inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. I UKra , Page 10 of 10 MW,�,�� &AssDDiates.jnD. Post Tensioning Data GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Date: 5/29/2018 Project #: 09617054 Project: Edmonds Post Office Location: 201 Main St Krazan P.M.: Jeff Mercer Tendon Location: Level 3 Contractor: Edmonds 2020 Permit No BLDG2016-0506 Inspector: Taylor Rooney Jurisdiction: City of Edmonds Weather: Overcast Specifications: +/-7%, 1" marks MC:111-1-11�11 Computed Computed 11KEEM0 r� �- Keviewea tsy: Comments: Technician: Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 03301 Post Tensioning Data Effective 04-20-15 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazon & Associates. This report indicates our inspectors observation and testing results based on she conditions and contractor activities: This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. n`.ri� ,ram & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 14 C Jeffrey S. erccr Operations Manager Pacific Northwest Division JSIvVlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 s :V*XaZa ,&Associates,Inc. imm Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR51720181V DATE: 5/17/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: &0 PROJECT: Post Office INSPECTOR: Itia' Vahora LOCATION: 201 Main Street JURISDICTION: Edmonds KAP.M.: Jeff Mercer WEATHER: Cloudy TEMP: 61°F On site per request for adhesive anchor installation for interior walls. Contractor drilled holes prior to arrival on job site. Verified hole cleanliness and current expiration date of Simpson SET-XP epoxy used for #5 rebar dowels to 6" embedment per note sheet 52.00. Location Column @ H/3, U2, I/3.5,1/5 at level 1 Total 32 anchors installed for wall reinforcement, Horizontal laps. Reviewed To the best of my knowledge, regulatory requirements. ASTM Test #: Asset above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in my format without the written permission of the client and Kra & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. lean & ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 1, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. .Ceffrevy S. %1 ercer Operations Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 "' R- crazan& Ass oci ate s, Inc. Geotechnical Engineering e ;nvironmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR5312018TR DATE: 5/31/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Talor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Overcast TEMP: 55°F Inspected cutting and capping of PT tendons on the level 3 PT deck located A-I/1-7. PT tendons were cut to approximately 1" using an oxyacetylene torch. After cooling slag and debris was removed from surfaces and grease caps installed. Pocket surfafces were coated with Sika pro select concrete bonding adhesive. Pockets were sealed with L&M Duragrout — non -shrink, non -chloride. Grout was hand mixed to dry pack consistency and was hand packed into pockets. Cutting and capping appeared to conform to the approved plans and specifications. Reviewed To the best of my knowledge, regulatory requirements. ASTM Test #: Asset 7 above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. A7_a__ - = t� WASM W-M & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 31, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. T S. %,fiercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc .KXaZa1 & Associ_ates, Inc_. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE:. - -�.�.. z? Atb PROJECT#:Cn4o - _ -- — PRO ECT LOCATION:-20L ✓ 4 1 J KRAZAN PROJECT MANAGER: —A4 z 2 � 5; ` Equipment/Asset Number(s): FIELD REPORT 0400 CONTRACTOR:ZDPMM D Zt� 2� JURISDICTION:G�'Ylq_�1== — PERMIT#:13L..D INSPECTOR: _ _ _ WEATHER: t i Z�— TEMP�i� To the best of my knowl e, the abov WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Super' a dent presentative: Technici This report indicates o or's obser ion and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. t lffi `PC t1P-rvinn thA WP_C/'Pm Unitpill StatP_rt KrE�aZala & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 30, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 I<raZan Associates,Inc. Field Geotechnical Engineering . Environmental Engineering Report NO.: 09617054DFR5282018TR Construction Testing and Inspection DATE: 5/28/2018 Set Count: CONTRACTOR: Shee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Tavlor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Sunnv TEMP: 70°F Inspected epoxy installation of reinforcing bar for concrete stem walls on level 1 located 4-7/D.5-F and 1.7/H.1. Approximately 80 #5 bars were installed vertically and approximately20#4 bars were installed horizontally. The PT deck was scanned prior to drilling and holes were 4" minimum depth. Holes were cleaned using the blow brush blow method. Reinforcing was installed using Simpson Set XP batch F1265FI630 exp 11/15/19. Reinforcing installation appeared to conform to the engineer emails regarding topping slab and the approved plans and specifications. Reviewed By:ASTM Test #: I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the mclusive use of the client. This report may not be reproduced in any format without the written permission o£the client and Kra�an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 12, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSMllkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 mIEW Kmzan&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR9102018TR DATE: 9/10/2018 Set Count: CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Tailor Rooney LOCATION: 201 Main St JURISDICTION City of Edmonds KA P.M.: Jeff Mercer WEATHER: Overcast TEMP: 70 Inspected wood framing for exterior walls. Verified sheathing nailing for the exterior bearing walls. Sheathing was checked for thickness nail size, and nail spacing. Nailing was corrected as needed during the inspection. Exterior bearing walls appeared to conform to the approved plans and specifications. Reviewed By: I ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the occlusive use of the client. This report may not be reproduced in any format without the written permission of the client and Km an & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept resporebility for validity of results. The same information has been provided by others on sits Page 1 of 1 �11(roa&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR972018DB DATE: 9/7/2018 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: cloudy TEMP: 60 On site for reinforcing steel inspection. Inspected reinforcing steel placement for stem walls at level 1 between grids A/H-1/2and A/B-1/7. Reinforcing steel placed as S1.01 minimum concrete wall reinforcing schedule. Reviewed By: vut-- ASTM Test #: I f Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, spec regulatory requirements. Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Knumn At Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 18, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spec, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. PiLL61... Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSWlkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Will: Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 wa m zanBAssociates,lnc. Field Geotechnical Engineering . Environmental Engineering Report NO.: 09617054DFR9132018YA Construction Testing and Inspection DATE: 9/13/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLD2016-0506 PROJECT: Edmonds Post Office INSPECTOR: Yosief Abraha LOCATION: 201 Main St, Edmonds JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Cloudy TEMP:57 Krazan representative arrived at the site to conduct concrete inspection and testing. Walllevel 1 (a arid A-11/1-2 and 1-7/A-B Observed the contractor placing concrete approximately 18 cubic yards with mix No. 07500 from MILES. The contractor placed by pump line and mechanical vibrator was used for consolidation. Also checked batch tickets, water added and performed slump and temperature tests. One set of (5: 1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made. Please refer to concrete report No. 9617054CR9132018YA-1 for detailed mix -design, location of placement and compressive strength results. Reviewed By: A.,— ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the esclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. �. '*h � aZJ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 16, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KR,AXAN & ASSOCIATES, INC. Lv4 ', rey I Mercer i Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 �In.—I M_I(raZan &Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRIO122018JLG DATE: 10/12/2018 Set Count: CONTRACTOR: 202OLLC PROJECT M 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Lerry L. Gelder LOCATION: 201 Main St Edmonds JURISDICTION: City of Edmonds KAP•M•: WEATHER: Fog TENT: 55°F Arrived onsite per contractors request to observe the installation and nailing of sheathing and clips for shearwalls Level 3. The sheathing and clips were installed per plans and clips were installed per p. Reviewed To the best of my Mow] regulatory requirements. ASTM Test #: Asset the above WAS performed in accordance with the approved plans, specifications and an: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kravtn & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity ofresults. The same information has been provided by others on site. �= ,... an_ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 17, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN & ASSOCIATES, INC. rey S Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Will: Offices Serving the Western United States 09617054 DFR.doc 1111112=1<17aZan8tAss ociate s, Inc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection DATE: 10/15/2018 PROJECT #: 09617054 PROJECT: Post Office Phase 2 LOCATION: 210 Main St KA P.M.: JSM STRUCTURAL STEEL WELDING INSPECTION REPORT NO.: 09617054SSR101518-DB CONTRACTOR: Spee West PERMIT #: BLD20160506 INSPECTOR: Dave Bale JURISDICTION: Edmonds WEATHER: Sunny _ TEMP: 60 ° PFIELD ❑ SHOP WELDING r7l VISUAL ❑MATERIAL ID Itemis) Inspected: 1/4" fillet welds connecting HSS columns to main floor embeds and HSS canopy supports to column embeds as per details 5/S6.02 and 6/S6.06. Also 3/16" fillet welds for connecting plates to 2nd floor embed plates for attaching top of HSS columns as per detail 10/S6.03 Location: store front framing between main and 2nd floor on grids 1 - A to G and A -1 to 7 Welder qualification / certification verified for. John K.Thompson W01700, expires July 1,2019 Position: ❑✓ FLAT a VERTICAL ❑ OVERHEAD ❑✓ HORIZONTAL ❑ Filler Metal: Process: ❑ SMAW ❑✓ FCAW ❑ SAW ❑ GMAW ❑ Other: Weld Type: ❑✓ FILLET ❑ C.P. ❑ PLUG ❑ P.P. ❑ Other: Weld Size: ❑✓ 3/16" ❑✓ 1/4" ❑ 3/8" ❑ 5/16" ❑ Other: Codes: ❑✓ AWS ❑ AISC ❑ ASME ❑ IBC ❑ Other: NOTES DISCREPANCIES 100 % COMPLETE Welds visually acceptable per AWS Dl.l visual criteria. To the best of my knowledge, the abo AS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative- Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 Structural Steel Report Efix[ive 10/3/2017 Ile ndbernation provided on this report is prepared for the esclmive use ofthe client. This report may not be reproduced in any f coat withmn the written permission ofthe client and Y- & Associates. This report indicates our iospomors observation and testing results based on site conditions and contractor actM ies. This information is subject to review prim to gml submittal. By suing this repro[, our inspector does not accept responsibility for validity ofresults. The same information has been provided by others on site. UdKrazan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 30, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. .Jeffrey S. ercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFRAcc Page 1 of 1 'A' �an&Associates,InC. Field Geotechnical Engineering • Environmental Engineering Report NO.: 09617054DFR10262017EH Construction Testing and Inspection DATE: 10/26/2017 Set Count: CONTRACTOR: Edmond 2020 PROJECT #: 09617054 PERMIT #: BLD 2016-0506 PROJECT: EPO Phase 2 INSPECTOR: Eric Haines LOCATION: 201 Main St JURISDICTION: City of Edmonds KA P.M.: WEATHER: TEMP: Arrived on site as requested by the contractor to observe the installation of four epoxied rebar into the north wall in the northeast corner. The epoxy that was used was Simpson AT-XP with an expiration date of 3/18. The holes were drilled and cleaned before arrival. Also while there the contractor made mention that the rebar was checked the day before but they had been missing a few tie bars and that they had been added. Reviewed By. zif ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission o£the client and Kra & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has ban provided by others on site. Page 1 of 1 IVaVa 1&Associates,Inc. IMMAWN Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI O252017ZZ DATE: 10/25/2017 Set Count: CONTRACTOR: Edmonds 20/20 PROJECT #: 09617054 PERMIT #: BLDG 2016-0506 PROJECT: Post Office Phase II INSPECTOR: Zelalem Zerihun LOCATION: 201 Main Street, Edmonds, WA JURISDICTION: City of Edmonds KA P.M.: Jeffrey S. Mercer WEATHER: Cloudy TEMP: 54' F Arrived onsite as per contractor's request to inspect reinforcing steel placement for the footings. 1) Running/continuous (perimeter) footings @ 1/A — I, A/1 — 7, and 7/A — A'. 2) (18) Spread footings located @ 1.8/A.4, 1.8/C, 1.8/D, 1.8/H.1, 2.6/A.4, 2.6/B, 3/A.4, 3/B, 3/D, 4/B, 5/B, 5/C.8, 5/D.6, 5.5/B, 6.2/B.1, 6/C.5, 6/D.6, and 6.8/D.6. 3) Footing for shear wall at 5.8 — 6.8/E.6. 4) Mat footing (*) at stair core located at gridlines C.6 — E/3.5 — 4.7. The above -listed footings were placed as per approved structural plans. *Note that ties Lor boundaf--i: elements in the mat ootin were bein laced and need to be completed be ore the pour. A Krazan & Associates, Inc inspector will witness during concrete placement. Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site. �--- & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 1, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. /L — _Je rey S. M rcer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doe Pagel of 2 Lan&Associates, Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR10302017CC-2 DATE: 10/30/2017 Set Count: 2 CONTRACTOR: Edmonds 20/20 PROJECT #: 09617054 PERMIT #: BLD2016-0506 PROJECT: EPO 2 INSPECTOR: Christopher Congdon _ LOCATION: 201 Main Street JURISDICTION: Edmonds KA P.M.: Mercer WEATHER: Sunny TEMP: 55' F Krazan & Associates, Inc. on site as requested for concrete sampling, testing and truck monitoring at the following location: • Continous Perimeter Footings @ 1/A-I, A/1-7, 7/A-A', (16) spread footings located @ 1.8/D, 1.8/1-1.1, 2.6/A.4, 2.68, 3/A.4, 3B, 3/1), 4/13, 5/13, 5/C.8, 5/D.6, 5.58, 6.28.1, 6/C.5, 6/D.6, & 6.8/D.6, and shear wall footing @ E.6/5.8-6.8 Upon arrival on site met with contractor and reviewed concrete operation details, testing requirements and locations. See field report #17054DFR102517ZZ for reinforcing conformances. On this date the concrete placed at the locations noted above was Mix #025503P from Miles' Everett & Menzel plants. (2) sets of (5) 4x8 cylinders were cast for laboratory compressive strength testing. (1) Sample was tested and (5) cylinders made from the end of the truck chute from load #1 and load #14. For additional testing information and details, please refer to Krazan Report 409617054CRIO302017CC-1 and 09617054CR10302017CC-2. The delivery of concrete trucks was monitored for arrival times, truck discharge begin times, truck empty times, batch times & water added. A total of 180 yd3 was placed at the site. The results were as follows: Load # Truck Ticket# Batch Time On Site Discharge Truck Empty Water Added 1-10 yd3, 082 198710 10:41am 11:25am 11:51am 11:58am 20 Gal 2-10 yd3 115 198713 10:51am 11:30am 12:04pm 12:1Opm 10 Gal 3-10 yd3 060 198716 11:02am 11:48am 12:14pm 12:27pm 5 Gal 4-10 yd3 183 198719 11:19am 12:06pm 12:32pm 12:41pm 12 Gal 5-10 yd3 139 198722 11:26am 12:08pm 12:47pm 12:56pm 10 Gal 6-10 yd3 141 198726 11:40am 12:21pm 1:OOpm 1:08pm 6 Gal 7-10 yd3 143 610002 11:26am 12:27pm 1:14pm 1:24pm 20 Gal 8-10 yd3 142 198731 11:57am 12:44pm 1:33pm 1:39pm 20 Gal 9-10 yd3 055 198739 12:29pm 1:18pm 1:47pm 1:58pm 20 Gal 10-10 yd3 187 198745 12:52pm 1:37pm 2:04pm 2:12pm 16 Gal 11-10 yd3 011 198753 1:18pm 1:58pm 2:21pm 2:29pm 20 Gal 12-10 yd3 057 198759 1:38pm 2:23pm 2:37pm 2:44pm 10 Gal 13-10 yd3 139 198763 1:56pm 2:41pm 2:53pm 2:58pm 12 Gal 14-10 yd3 137 198769 2:25pm 3:14pm 3:17pm 3:24pm 20 Gal 15-10 yd3 186 198772 2:37pm 3:24pm 3:29pm 3:35pm 0 Gal 16-10 yd3 185 198775 2:49pm 3:31pm 3:41pm 3:48pm 10 Gal 17-10 yd3 060 198773 2:55pm 3:51pm 3:54pm 4:05pm 18 Gal Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 a Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any fmmat without the written permission o£the client and Koman & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site Page 2 of 2 l= J<rUZan&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR10302017CC-2 18-10 yd3 055 198778 3:02pm 3:53pm 4:1 1pm 4:26pm 20 Gal Reviewed B � To the best of my knowledge, regulatory requirements. ASTM Test #: Asset Number(s): I above WAS performed in accordance with the approved plans, specifications and Technician: I Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra�an & Associates. This report indicates am inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. &_ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 6, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, 141t AN & ASSOCIATES, INC. (Jet S.. ercer Operations Manager Pacific Northwest Division JSM/(kj CC: C[TY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 M1(f M&Associates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI 122018YA DATE: 11/2/2018 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: BLD2016-0506 PROJECT: Edmonds Post Office INSPECTOR: Yosief Abraha LOCATION: 201 Main St, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: partly cloudy TEMP: 57 Krazan representative arrived at the site to conduct concrete inspection and testing. Too Slab 111 floor w grid E-D/4-7 and Ram rid G1/3-5 Observed the contractor placing concrete approximately 20 cubic yards with mix No. 07500 from MILES. The contractor placed by pump line and mechanical vibrator was used for consolidation. Also checked batch tickets, water added and performed slump and temperature tests. One set of (5: 1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made. Please refer to concrete report No. 9617054CR1122018YA-1 for detailed mix -design, location of placement and compressive strength results. Reviewed To the best of mewl regulatory requirements. ASTM Test #: Asset Number(si. , the above WAS performed in accordance with the approved plans, specifications and Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and YG & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept responsibility for validity of resuhs. The same information has been provided by others on site. Ank" U� Am� i 1 & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 7, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. atv"�'_ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 tz - zan&Associates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR1132017CC-1 DATE: 11/3/2017 Set Count: 1 CONTRACTOR: Edmonds 20/20 PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office 2 INSPECTOR: Christopher Congdon LOCATION: 201 Main Street JURISDICTION: Edmonds KA P.M.: Mercer WEATHER: Rain/Snow TEMP: 38' F Krazan & Associates, Inc. on site as requested for concrete sampling, testing and truck monitoring at the following location: 0 Spread footings located @ 1.8/A.4 & 1.8/C Upon arrival on site met with contractor and reviewed concrete operation details, testing requirements and locations. See field report #17054DFR102517ZZ for reinforcing conformances. On this date the concrete placed at the locations noted above was Mix #025503P from Miles' Everett plant. (1) set of (5) 4x8 cylinders was cast for laboratory compressive strength testing. (1) Sample was tested and (5) cylinders made from the end of the truck chute from load #1. For additional testing information and details, please refer to Krazan Report #09617054CR1132417CC-1. The delivery of concrete truck was monitored for arrival times, truck discharge begin times, truck empty times, batch times & water added. A total of 3 yd3 was placed at the site. The results were as follows: Load # Truck Ticket# Batch Time On Site Discharge Truck Empty Water Added 1-3 yd3 140 199077 11:45 am 12:25pm 12:39pm 1:15pm 0 Gal Concrete covered in plastic to protect from cold weather. Reviewed Bv: ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report myna be reproduced in any format without the written permission of the client and Knman & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility fm validity of results. The same information has been provided by others on site. L<17aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 14, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. C'14� ,Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSW]kj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 � 'K�an&Associates,lnc. Field Geotechnical Engineering . Environmental Engineering Report NO.: 09617054DFRI 1102017DB Construction Testing and Inspection DATE: 11/10/2017 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT M BLD 20160506 PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: partly cloudy TEMP: 52 On site for reinforcing steel inspection. Inspected reinforcing steel for columns on grid B — 2 to 6, between grids C / F — 5 / 7, and on grid D / 3. Reinforcing steel inspected prior to form closure and placed as per 12/53.01 column schedule. Inspected reinforcing steel placement prior to form closure for stair walls and shear wall on grid 6 — E to F. Reinforcing steel placement as per 53.04, details 7/S3.04, 9/53.04, 10/S3.04, I I/53.04, 12/53.04. Inspected reinforcing steel for column footings between grids E / I — 1 / 6 and shearwall footing on grid I — 1 to 5. Reinforcing steel placement for footings as per S2.00 footing schedule and detail on 12/53.02. Also inspected reinforcing steel placement for elevator pad, reinforcing steel placed as per detail 9/54.02 M Reviewed By: ASTM Test M Asset Number(s): To the best of my knowledge, le above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Re resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kratan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. ASS OCIA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 27, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ZAN & ASSOCIATES, INC. r rey . Mercer r0 ✓L Operations Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc _ Page 1 of 1 I<fUZan &Associates, I nc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI 1262018TR DATE: 11/26/2018 Set Count: CONTRACTOR: Spee West PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Post Office INSPECTOR: Taylor Rooney _ LOCATION: 201 Main St JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Rain TEMP: 50°F Inspected firestop penetrations for the level 3 wood framed units. Verified fire caulking installation for pipe penetrations per UL listing W-L -2147 on A9.08. The UL listing was for 3M firecualking. The contractor was using Metacaulk 150+(UL directory 12Y3 — non 3M product). Penetrations were installed per the detail with the different caulk (rated 2hr at''/z" application). Observed installation of the final few penetrations using this product and application was over''/4". Pending engineers review of Metacaulk 150+fire caulk for acceptance, work appeared to conform to the approved plans and specifications. '/7-- Reviewed By: ASTM Test #: Asset Number(s): To the best of my aowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krauaa & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This infatuation is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site 1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 29, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/ikj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09617054 DFR.doc lg �MZM&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 11 /20/2017 PROJECT #: 09617054 PROJECT: EDMONDS POST LOCATION: 201 Main Street, Edmonds, WA KA P.M.: Jeff Mercer FIELD REPORT NO.: 17054DFR112017-NTS CONTRACTOR: PERMIT #: n/a INSPECTOR: Nima T Sherpa JURISDICTION: City of Edmonds WEATHER: Cloudy TEMP: 47 ° A Krazan & Associates representative visited the `Edmonds Post" construction site to check reinforcing steel bars. Upon rrival at the site, we met with crew members and discussed about project requirements. We inspected reinforcing steel bars of Elevator pit wall, (3) 6/F to 6/I columns & (4) 5/F to 5/H columns (Level P1). ajority of those reinforcement bars appeared to be clean, undamaged, correctly placed and tied with proper clearance on all ies per detail S 2.0, S.3.1 and S 3.2. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Daily Field Report Revision 8 Effective 02/13/2013 The inAnnatiou provided on" report is preparni lbr the emhssive use efthe ClimL This repot may ant be Miooaucedin My Emmet without the wria® Pannonian ofthe client and Kreme B,Associates. lbisrepo,imdicatesowmspecmobsavetimmdteatbogrcntlsbaodmsdcconditimmac ab activities. 1Lu mfprmation is subject to rev¢w prior to final mbmOtaL By signing this report, our mapeetordoea not aoxpt mptm%dny for validity ofo—D& Thesame kf timhasb=providedbyotbasm"e. Page 1 of 1 2 lot Kj &Associates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI 1222017YA DATE: 11/22/2017 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: PROJECT: Edmonds Post Office phase 2 INSPECTOR: Yosief Abraha LOCATION: 201 Main st, Edmonds JURISDICTION: city of Edmonds KA P.M.: Jeff Mercer WEATHER: cloudy TEMP: 61 Krazan representative arrived the site to conduct concrete inspection and testing Columns(3/A.5, 3B. 2.7/A.5, 2.7/B, 3/A Columns b/n 6/F-I, 4.5/F-H) Observed the contractor placing concrete approximately 10 cubic yards with mix No.15LCD10 from MILES. Also inspected batch tickets, checked water added, performed temperature and slump test. The contractor used pump truck to deliver the concrete to the desired location and mechanical vibrator was used for compaction. One set of (5:1-7days, 3-28days, and l-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Please refer to concrete report No. 9617054CRI 1222017YA-1 for detailed mix -design, location of placement and compressive strength results Footine for crane(2/E-H) and footini for Elevator walls(non structural) Observed the contractor placing concrete approximately 25 cubic yards with mix No.025503P from MILES. Also inspected batch tickets, checked water added, performed temperature and slump test. The contractor used pump truck to deliver the concrete to the desired location and mechanical vibrator was used for compaction. One set of (5:1-7days, 3-28days, and 1-Hold) 4X8 cylinders were made for laboratory compressive strength assessment. Please refer to concrete report No. 9617054CR11222017YA-2 for detailed mix -design, location of placement and compressive strength results Reviewed By: ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Su erintendent/R resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Page 1 of 1 an&Associates,Inc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI 12220171V DATE: 11/22/2017 Set Count: CONTRACTOR: Edmonds PROJECT #: 09617054 PERMIT #: PROJECT: Post Office H INSPECTOR: Itiaf Vahora LOCATION: 201 Main Street JURISDICTION: Edmonds KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 57' F On site per request for structural reinforcement steel inspection of walls. Verified reinforcement for size, grade, count, spacing, laps and clearances per approved plans details. Location Level P 1 gridlines 7/ A — H details 10/53.1 I And A/ 4 — 7 details 11/53.11 Reviewed By: luuA." I ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/R resentative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity ofresults. The same information has been provided by others on site. Page 1 of 1 .-.Vd �aZan &Associates,lnc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFR11212017CM DATE: 11/21/2017 Set Count: CONTRACTOR: Edmonds 2020 PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Caren Monacelli LOCATION: 201 Main St. JURISDICTION: Edmonds KA P.M.: WEATHER: Rainy TEMP: 50d On site as requested for epoxy dowel inspection. Contractor drilled and epoxyed in #5 wall dowels at A1.5 & A1.7. Contractor drilled proper size holes, cleaned holes out and epoxyed in #5 dowels with simpson set xp epoxy having 6" embedment. Size, spacing and embedment conform to approved plans. Reviewed By:aAAASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the cherd and Kraran & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor ackvitis. This information is subject to review prim to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site -�-�-- ;an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 30, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNV]kj CC: CITY OF EDMONDS 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving tite Western United States 09617054 DFR.doe Page 1 of 1 gam &Associates,Inc. Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI 1282017DB DATE: 11/28/2017 Set Count: CONTRACTOR: Conco PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: cloudy and rainy TEMP: 45 On site for shotcrete inspection. Shotcrete placement for foundation walls between P1 & L1 on grids 7 — B to A' Reinforcing steel placement as per 52.00 plan notes. Shotcrete placed by Conco personal and equipment. Nozzle and blow pipe operators were Steve Johnson and Brandon Whitman. 60 cubic yards of mix # 0864 supplied by CalPortland for F'C = 4000. One 12xl2x6 panel was shot for strength tests. Also inspected reinforcing steel placement for 13 columns between grids D / H —1 / 2 and E / H — 3 / 5 from P1 to L1. Reinforcing steel placement inspected prior to form closure, CC1 and CC4 type column bar size and spacing as per 12/53.01 column schedule. Reviewed B ASTM Test #: I I Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report say nut be reproduced in any format without the written permission of the client and Kra mn At Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. ...._<EaZan & ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 7, 2017 Mr. Douglas Spec (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. , , 0 Z) JJ" (" - Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSNYlki CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.dec 1'k--"F--iKraZa11 &ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Date: Project No.: Project: Project Location: Krazan PM: December 5, 2017 096-17054 Edmonds Post Office Phase 2 201 Main St. JM FIELD REPORT Report No.: 17054DFR120517-NG Contractor: Edmonds 2020 LLC/ Conco Permit No.: BLDG2016-0506 Inspector: Niccolo Guiao Jurisdiction: City of Edmonds Weather: Pt. Cloudy Temp: 30-40's F A Krazan representative visited the project site today for a shotcrete inspection. The wall reinforcements were previously inspected by Mr. Dave Bale for reinforcing conformances on 11/29/17. We monitored batch tickets, batch weights and water allowances. Wall Locations (PI-L1): Gridlines: D-I/l. The shotcrete contractor, Conco, ordered about 36 cubic yards of mix no. 0864 from CalPortland (Plant No. 260). A 12"xl2"x6" test panel was shot on the 2°d truck load for coring and compressive strength testing. The core breaks are scheduled on 12/12/17 and 1/2/18. Please refer to core beam report no. 17054CRI20517-NG for concrete details and compressive strength results. The nozzleman and blow pipe operators were Mr. Craig Holland and Mr. Adam Lambert. rite rictures To the best of my knowledge, the above WAS performed in general accordance with the approved project plans and specifications. Superintendent/Representative: Technician: Niccolo Guiao 4303 —198tb Street SW - Lynnwood, Washington 98036 - (425) 485-5519 - FAX (425) 485-6837 With Offices Serving the Western United States 12- Ar-ar s KraZan &ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION Date: Project No.: Project: Project Location: Krazan PM: December 4, 2017 096-17054 Edmonds Post Office Phase 2 201 Main St. JM FIELD REPORT Report No.: 17054DFRI20417-NG Contractor: Edmonds 2020 LLC/ Conco Permit No.: BLDG2016-0506 Inspector: Niccolo Guiao Jurisdiction: City of Edmonds Weather: Mostly Cloudy Temp: 40's F A Krazan representative visited the project site today for a shotcrete inspection. The wall reinforcements were previously inspected by Mr. Dave Bale for reinforcing conformances on 11/29/17. We monitored batch tickets, batch weights and water allowances. Wall Locations (P1-Ll): Gridlines: 1/1-5, I-A'/5 and A'/6-7. The shotcrete contractor, Conco, ordered about 50 cubic yards of mix no. 0864 from CalPortland (Plant No. 260). A 12"xl2"x6" test panel was shot on the 2'truck load for coring and compressive strength testing. The core breaks are scheduled on 12/11/17 and 1/1/18. Please refer to core beam report no. 17054CRI20417-NG for concrete details and compressive strength results. The nozzleman and blow pipe operators were Mr. Brandon Whitman and Mr. Steve Johnson. Site Pictures To the best of my knowledge, the above WAS performed in general accordance with the approved project plans and specifications. Superintendent/Representative: Technician: Niccolo Guiao z 1 4303 —1981h Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States fflXaZal&ASS o CIATES 4g�'( GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 17054DFR120117-NG Date: December 1, 2017 Contractor: Edmonds 2020 LLC/ Moncrief Project No.: 096-17054 Permit No.: -- Project: Edmonds Post Office Phase 2 Inspector: Niccolo Guiao Project Location: 201 Main St. Jurisdiction: City of Edmonds Krazan PM: JM Weather: Lt. Rain Temp: 40's F A Krazan representative visited the project site today for concrete placement inspection. The column reinforcements were previously inspected for reinforcing conformances. We monitored batch tickets, batch weights and water allowances. Column Locations (P 1-L 1): Grid: G.5/3.5, G/3, E.5/3, H/1.7, G/1.3, G/2, F/1.3, F/2, E/1.7, D/1.7, E.5/4.2 and E.5/5. The concrete contractor, Moncrief, ordered about 12 cubic yards of mix no. 15LCD10 from Miles (Everett Plant). The contractor placed the concrete using a pump track and was mechanically consolidated. We cast a set of (5) 4x8 cylinders for compressive strength testing with concrete breaks scheduled on 12/8/17, 12/29/17 and 1/26/17. Please refer to concrete report no. 17054CR120117-NG for concrete details and compressive strength result. Site Pictures. To the best of my knowledge, the above WAS performed in general accordance with the approved project plans and specifications. Superintendent/Representative: Technician: Niccolo Guiao ) 4303 —198te Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States Page 1 of 1 j ARM- 24AN '+'Van& Associates,Inc. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09617054DFR11292017DB DATE: 11/29/2017 Set Count: CONTRACTOR: Conco PROJECT #: 09617054 PERMIT #: PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: cloudy TEMP: 47 On site for shotcrete inspection. Shoterete placement for foundation walls on grids 7 — A to B and A — 3 to 7 from P 1 to Ll . Reinforcing steel placement as per S2.00 plan notes and 11/S3.11. Shotcrete placed by Conco personal and equipment. Nozzle and blow pipe operators were Steve Johnson and Brandon Whitman. 50 cubic yards of mix # 0864 supplied by CalPortland for FT = 4000. One 12x12x6 panel was shot for strength tests. Also inspected reinforcing steel placement for foundation walls from P1 to L1 on grids 1 — D to I, I —1 to 5, and 5 — I to A'. Reinforcing steel placement as per S1.01 general notes and S2.00 plan notes, and details 12/S3.01 & 6/S3.04. Also DCI memo, dated 10/23/17 for wall pilaster ties replaced to #5 @ 6"o.c. Reviewed By: I �. JA�A— 1 ASTM Test #: Asset To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra & Associates. This report indicates our inspectors observation and testing results based on site conditions and oontraetor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by other; on site. -Kj^aZ n- & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 8, 2017 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 1 V' :VZa,Zal&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI272017DB DATE: 12/7/2017 Set Count: CONTRACTOR: PROJECT #: 09617054 PERMIT #: ( (OoStko PROJECT: Post Office INSPECTOR: Dave Bale LOCATION: 201 Main St JURISDICTION: Edmonds KA P.M.: JSM WEATHER: clear TEMP: 39 On site for reinforcing steel inspection. Inspected reinforcing steel placement for shotcrete walls on grids A — 1 to 3 and 1— A to D from P1 to Ll. Reinforcing steel placement as per S2.00 notes, and 12/S3.01 column schedule & DCI memo dated 10/23/17 for CC3 & CC I columns. Lap splices were non contact and sacrificial steel placement in progress. Reviewed By: �./ _ J I ASTM Test #: Asset Number(s). To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Ktaaan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 14, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: CONSTRUCTION TESTING AND INSPECTION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, KA No. 096-17054 Permit No. BLD20160506 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. J e-i. ✓ll _ Jeffrey S. Mercer Operations Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 DFR.doc Page 1 of 2 ImmmaKraZa. &ASSOciates,Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617054DFRI2122018TR DATE: 12/12/2018 Set Count: CONTRACTOR: Edmonds 2020 _ PROJECT #: 09617054 PERMIT #: BLDG2016-0506 PROJECT: Edmonds Post Office Phase 2 INSPECTOR: Taylor Rooney LOCATION: 201 Main St JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Overcast TEMP: 45' F Verified fire stop penetrations for UL listings for Metacaulk 150+ applications from the previous inspection report 09617054DFRI 1262018TR. Contractor provided UL listings to match metacualk 150+ fire stop compound at penetrations in fire rated wall systems. Referenced UL listings for thru penetrations as follows — F-C-2298, F-C-2398, F-C-7047, F-C- 2192, and F-C- 3028, these are in addition to the details on A9.08. Thru penetrations were inspected for opening size, annular space, fill material, fire caulk type, depth, and coverage. Additionally verified electrical romex penetrations through these rated systems. Work appeared to conform to the approved plans and specifications. Work damaged to measure depth and was filled during this inspection. One exception noted — two sided walls at rated vertical shafts have been inspected at the interior surface and will need the exterior wall inspected after installation. Inspected fire stops at rated walls systems on level 3 for joints and connections. Referenced UL listings were W-J-2142, W- L-1140, and W-L 2147. Fire stop was metacualk 150+. Verified mineral wool stuffing between rated wall separations at top of wall. Joint fill at wall connections was inspected for material types, caulk type and rating, fill depth, and coverage. Corrections were made as found during the inspection. Outer wall sections on double sided wall systems will need inspection after installation. Joints completed appeared to conform to the approved plans and specifications. Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibilityfor validityof results. The same information has been provided by others on site. Page 2 of 2 ==�'JZ&Associates, Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection L.Mi Field Report NO.: 09617054DFR12122018TR 1 Reviewed By: ASTM Test #: - Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wrince permission of the chew and Kraean & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site. An Kr_ aZ;an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 9, 2018 Mr. Douglas Spee (E-mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 KA No. 096-17054 Permit No. BLD20160506 RE: LOW COMPRESSIVE STRENGTH NOTIFICATION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, This cover sheet and attached break data report are being sent to inform you of a compressive strength test for the above referenced project that has resulted in a value below the project required design strength and age criteria. • Report No: 09617054CRO20718-WB-2 • Date: 2/7/2018 (break date 3/7/2018) The compressive strength report referenced and attached will allow you to determine the placement date, location, and specifics of the material associated with the strength results. Remaining test samples from low 28 day breaks will be tested at 56 days unless requested otherwise. You may also receive this notification if an earlier age test (typically 7 days) is below 75 % of the required design strength. It should be noted, not all concrete mixes, mortars, or grouts are designed to achieve 75% strength at 7 days, and this should be viewed as an advisory of the indicated strength gain for the material tested. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. UJJ'14�6.1 Jeff Mercer Operations Manager Pacific Northwest Division JM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States ■� -=1aZaj1&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 2/7/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Corbett Mercer Field Data Concrete: Other: CONCRETE REPORT NO.: 09617054CRO20718-WB -2 CONTRACTOR: Edmonds202O PERMIT #: BLDG2016-0506 INSPECTOR: William Bui JURISDICTION: Edmonds WEATHER: Cloudv TEMP: 51 ° Supplier: Plant No.I Site Mix:�X Slump Mix Air Unit Time I Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight Location: Level 1 1/1.8 Placement Area Remarks: Three 2x4 cylinders sample Please Refer To Field Repot Number: Inspector :1 William Bui Reported Batch DATA Cement Type Actual Mix No. Carl Lbs. 1 F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C.Agg. Lbs Sand If Air Ent. ( oz / fwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064P C173 C31 Other Laboratory Data Design Strength: 6500 2 28 days Date Specimens Rec'd: 2/8/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Birk Typ Test Method ASTM C39 61764-1 2/14/18 7 2.00 3.14 -- 10520 3350 2 CD 2 ASTM C109 61764-2 3/7/18 28 2.00 3.14 -- 15280 4870 2 CD 1 ASTM C617 61764-3 4/4/18 156 2 ASTM C1231 ASTM C1019 OTHER Test Results Remarks: Results Reviewed By: Codes for Break Types: ® 1 L 1 ,D 2 3 Date: 4 5�0 6 T Offices Serving The Western United States Concrete Report Effective 101312017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The inf—ation provided on this report is prepared far the exclusive use or the client, and may not be reproduced In any format vnthout the written pe-faslon of the clleM and Knuom BA—ades. This reload lMkalm our inspectors observation and testing results based an site conditions and cmbactor eetiviges. This infarmetim is subject b review prig M (net submlNl. By signing this mport, our inspects does not a=apt rasponalbllityfa validity d results. Thor same informetim hea been provided byothos m site. �� 7�- _- aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 15, 2018 Mr. Douglas Spee (E-mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 KA No. 096-17054 Permit No. BLD20160506 RE: LOW COMPRESSIVE STRENGTH NOTIFICATION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, This cover sheet and attached break data report are being sent to inform you of a compressive strength test for the above referenced project that has resulted in a value below the project required design strength and age criteria. • Report No: 09617054CRO30718-EH-1 • Date: 3/7/2018 (break date 3/14/2018) The compressive strength report referenced and attached will allow you to determine the placement date, location, and specifics of the material associated with the strength results. Remaining test samples from low 28 day breaks will be tested at 56 days unless requested otherwise. You may also receive this notification if an earlier age test (typically 7 days) is below 75 % of the required design strength. It should be noted, not all concrete mixes, mortars, or grouts are designed to achieve 75% strength at 7 days, and this should be viewed as an advisory of the indicated strength gain for the material tested. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ofjktw r h-- Jeff Mercer Operations Manager Pacific Northwest Division JM/lkj CC: CITY Or EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States == = isxaz &Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 3/7/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617056CR030718-EH -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Eric Haines JURISDICTION: City of Edmonds WEATHER: Sunnv Field Data Concrete: X Other: Supplier: Miles Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:15 1 014 1 1 N/A 1 8 1 57 ° 1 42 ° I N/A Location: Placement Area In the top 6 ft of the seven columns Remarks: The batch ticket didn't have any weights on it Please Refer To Field Repot Number: Inspector : E Haines TEMP: 42 ° Reported Batch DATA Cement Type I/ 11 Design Actual Mix No. 15LCD10 Cam. Lbs. F. Ash lbs. C. Agg. Lbs 7/8" C. Agg. Lbs Pea C. Agg. Lbs Sand Ibs Water Admixture Poly 997 Admixture Glen7500 Admixture Air Ent. ( oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 5000 28 days Date Specimens Rec'd: 1 3/9/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62117-1 3/14118 7 4.00 12.57 -- 36540 2910 1 CD 12 ASTM C109 ASTM C617 62117-2 4/4/18 28 1 62117-3 4/4/18 28 1 ASTM C1231 62117-4 4/4/18 28 1 ASTM C1019 62117-5 H 1 OTHER Remarks: Results Reviewed By: Date: Codes for Break Types: 1 2 '3 4 �........5_ 6 Offices Serving The Western United States Concrete Report Test Results Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information prohdad on that repel is prepared for the exclusive use of the client, and may not be reproduced In any format without the written permission of the client and! xrezan B Associates. This report indicates our inspectors observation and testing resuks based oo sde condiume and contractor ac6vibes. This information 11 subject to review prior to final submittal. By signing this report, our Inspector does rot accept responsibility fm validity of results. The same information has been provitled by others an sate. V~� all & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 5, 2018 Mr. Douglas Spee (E-mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 KA No. 096-17054 Permit No. BLD20160506 RE: LOW COMPRESSIVE STRENGTH NOTIFICATION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, This cover sheet and attached break data report are being sent to inform you of a compressive strength test for the above referenced project that has resulted in a value below the project required design strength and age criteria. Report No: 09617054CRO30718-EH-1 Date: 3/7/201.8 (break date 4/4/2018) The compressive strength report referenced and attached will allow you to determine the placement date, location, and specifics of the material associated with the strength results. Remaining test samples from low 28 day breaks will be tested at 56 days unless requested otherwise. You may also receive this notification if an earlier age test (typically 7 days) is below 75 % of the required design strength. It should be noted, not all concrete mixes, mortars, or grouts are designed to achieve 75% strength at 7 days, and this should be viewed as an advisory of the indicated strength gain for the material tested. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. !1 A)".,C- Jeff Mercer Operations Manager Pacific Northwest Division JM/lki CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States �=■r aZa[1&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 3/7/2018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer Field Data Concrete: X Other: CONCRETE REPORT NO.: 09617054CR030718-EH -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Eric Haines JURISDICTION: City of Edmonds WEATHER: Sunny Supplier: L Miles I Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:15 1 014 N/A j 8 1 57 ° 42 ° N/A Location: Placement Area In the top 6 ft of the seven columns Remarks: The batch ticket didn't have any weights on it Please Refer To Field Repot Number: Inspector :I E Haines TEMP: 42 ° Reported Batch DATA Cement Type Ill Design Actual Mix No. 15LCD10 Cam. lbs. F. Ash lbs. C. Agg. Lbs 7/8" C. Agg. Lbs Pea C. Agg. Lbs Sand Ibs Water Admixture Poly 997 Admixture 7 Admixture Air Ent. ( oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Lee Laboratory Data Design Strength: 1 6000 a 56 days Date Specimens Rec'd: 3/9/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 ASTM C109 62117-1 3/14/18 7 4.00 12.57 -- 36540 2910 1 CD 12 62117-2 4/4/18 28 4.00 12.57 -- 57020 4540 1 NG 2 ASTM C617 62117-3 5/2/18 561 1 ASTM C1231 ASTM C1019 OTHER 62117-4 5/2/18 561 1 62117-5 5/2/18 56 1 Test Results Remarks: Results Reviewed By: Date: _ Codes for Break Types: —i �- ✓ 1 ! ' 'i l jy � 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this report is prepared for the a uawe use of the client, and maynd be reproduced in any formatwitiwutthewriden pennlsebn dme rlienl and Kraran8 Associates. Thisreportindicates our inspeoux'sobserve°on and testing reaulls based m sbwndtkm artl wmredor activities. This inWmstim is subjed to review pddto firsl submibal. By slgnirg th's report, our inspector dcea nd accept respalslGldy fd velldiryd resuhs. The same information has been pmAded by dhers m sde. Kraz-a— na ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 3, 2018 Mr. Douglas Spee (E-mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 KA No. 096-17054 Permit No. BLD20160506 RE: LOW COMPRESSIVE STRENGTH NOTIFICATION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, This cover sheet and attached break data report are being sent to inform you of a compressive strength test for the above referenced project that has resulted in a value below the project required design strength and age criteria. • Report No: 09617054CRO30718-EH-1 • Date: 3/7/2018 (break date 5/2/2018) The compressive strength report referenced and attached will allow you to determine the placement date, location, and specifics of the material associated with the strength results. Remaining test samples from low 56 day breaks will be tested at 90 days unless requested otherwise. You may also receive this notification if an earlier age test (typically 7 days) is below 75 % of the required design strength. It should be noted, not all concrete mixes, mortars, or grouts are designed to achieve 75% strength at 7 days, and this should be viewed as an advisory of the indicated strength gain for the material tested. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Jeff Mercer Operations Manager Pacific Northwest Division JM/lkj CC: CITY OF EDMONDS 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States lk �(I azan&Associ ate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 3/7/2018 PROJECT #: 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: n9617n5drRn3n715t-FW -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Eric Haines JURISDICTION: City of Edmonds WEATHER: Sunny TEMP: 42 ° Field Data Concrete: X Other: Supplier: Mlles J Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 1:15 1 014 1 1 N/A 8 1 57 ° j 42 ° I N/A Location: Placement Area In the top 6 ft of the seven columns Remarks: The batch ticket didn't have any weights on it Please Refer To Field Repot Number: Inspector :I E Haines Reported Batch DATA Cement Type Design Actual Mix No. 15LCD10 Cam. Lbs. F. Ash lbs. C.Agg.Lbs 7/8" C. Agg. Lbs Pea C. Agg. Lbs sand Ibs Water Admixture Poly 997 Admixture Glen7500 Admixture Air Ent ( Oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 1 6000 56 days Date Specimens Rec'd: 1 3/9/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested I By Brk Typ Test Method ASTM C39 62117-1 3/14/18 7 4.00 12.57 -- 36540 2910 1 CD 2 ASTM C109 62117-2 4/4/18 28 4.00 12.57 -- 57020 4540 1 NG 2 ASTM C617 62117-3 5/2/18 56 4.00 12.57 -- 62950 5010 1 CD 2 ASTM C1231 62117-4 6/5/18 90 ASTM C1019 62117-5 6/5/18 90 OTHER Remarks: Results Reviewed By:1 Date: 5-3_jg' Codes for Break Types: 12 3 4 5 6 Offices Serving The Western United States Concrete Report Test Results Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on this epod is prepared for the exclusive use of the client, aM may not be reproduced in any format wdhoul the wrillen permission of the client and K—o B Associates. This report indicates our inspectors observation and testing resufls based do at. conditions and contractor sctividas. This hdormetion is subject to r.N prior to final submitW. By signing this report, our inspector does not accept responsibility for validity of results. The same lidorrnation has been providad bydhms on site. __ _ __an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 6, 2018 Mr. Douglas Spee (E-mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 KA No. 096-17054 Permit No. BLD20160506 RE: LOW COMPRESSIVE STRENGTH NOTIFICATION Post Office Phase 2 201 Main Street Edmonds, Washington Dear Mr. Spee, This cover sheet and attached break data report are being sent to inform you of a compressive strength test for the above referenced project that has resulted in a value below the project required design strength and age criteria. • Report No: 09617054CRO30718-EH-1 • Date: 3/7/2018 (break date 6/5/201.8) The compressive strength report referenced and attached will allow you to determine the placement date, location, and specifics of the material associated with the strength results. Remaining test samples from low 56 day breaks will be tested at 90 days unless requested otherwise. You may also receive this notification if an earlier age test (typically 7 days) is below 75 % of the required design strength. It should be noted, not all concrete mixes, mortars, or grouts are designed to achieve 75% strength at 7 days, and this should be viewed as an advisory of the indicated strength gain for the material tested. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. IIUJAJ�'� Jeff Mercer Operations Manager Pacific Northwest Division JM/Ikj CC: CITY OF EDMONDS 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States ;nxazan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 3/7/2018 PROJECT* 09617054 PROJECT: Edmonds Post Office Phase II LOCATION: 201 Main St KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09617054CR030718-EH -1 CONTRACTOR: Edmonds 2020 PERMIT #: BLD20160506 INSPECTOR: Eric Haines JURISDICTION: City of Edmonds WEATHER: Sunnv Field Data Concrete: X Other: Supplier: MITES Plant No. 125 Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight 1:15 1 014 1 1 N/A 1 8 1 57 ° 1 42 ° I N/A Location: Placement Area In the top 6 ft of the seven columns Remarks: The batch ticket didn't have any weights on it Please Refer To Field Repot Number: Inspector: I E Haines TEMP: 42 ° Reported Batch DATA Cement Type Ill I Design Actual Mix No. 15LCD10 Cam. Lbs. F. Ash lbs. C. Agg. Lbs 7/8" C. Agg. Lbs Pea C. Agg. Lbs Sand Ibs Water Admixture Poly 997 Admixture Glen7500 Admixture Air Ent. ( Cz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C143 C138 C1064 C173 C31 Other Laboratory Data Design Strength: 6000 @ 56 days I Date Specimens Rec'd: 1 3/9/2018 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Camp. Strength Set # Tested By Birk Typ Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 62117-1 3/14/18 7 4.00 12.57 -- 36540 2910 1 CD 2 62117-2 414/18 28 4.00 12.57 -- 57020 4540 1 NG 2 62117-3 5/2/18 156 4.00 12.57 -- 62950 5010 1 1 CD 2 62117-4 6/5/18 90 4.00 12.57 -- 64320 5120 1 1 CD 2 ASTM C1019 62117-5 7/5/18 120 OTHER Test Results Remarks: Results Reviewed By: 1 Date: -(_a (� Codes for Break Types: i " J 1N— i L) l'2 3 j 4 („ 5 6 Offices Serving The Western United States Concrete Report Effective 10/3/2017 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The lnfor idion provided on this report is pre pared far the exclusive se of Me client, and may not be reproduced in any forma, vriMout fhe Writim permission of the client and Kmaen B Associates. This report minciiies our inspector's observation and testing resulls based on site wnditlms and cunractoractNbles. This Information is subject to review pdorto final submittal. By signing this report, cur Inspector does not accept responsibility for mlldly, of mauMs. The same Information has been provided by ethers m aft. 1�azaa& ASSOCIATES INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 25, 2018 Mr. Douglas Spee (E-Mail) EDMONDS 2020, LLC 307 Bell Street Edmonds, WA 98020 RE: REVISED COMPRESSIVE STRENGTH TEST RESULTS Post Office Phase 2 201 Main Street Edmonds, Washington KA No. 096-17054 Permit No. BLD20160506 Dear Mr. Spee, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Re?sp'eectfull s bmitted, ', )CIRAZAN ASSOCIATES, INC. Jeffre rcer Oper ti anager Pacift orthwest Division JSNVlkj CC: CITY OF EDMONDS 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617054 BRK.doc _ fl<r�M& Ass oci ate s,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 4/23/2018 PROJECT* 09617054 PROJECT: Edmonds Post Office LOCATION: 201 Main St, Edmonds KA P.M.: Jeff Mercer Field Data Concrete: 15LCD10 I Other: CONCRETE REPORT NO.: 09617054CR042318-YA -1 CONTRACTOR: Edmonds202O PERMIT #: BLD2016-0506 INSPECTOR: Yosief Abraha JURISDICTION: City of Wedmonds WEATHER: Sunnv Supplier: _ MILES Plant No. 1 125 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 12:15 1 C048 1 205809 1 7 1 57 ° 1 54 ° Location: Placement Area Columns(Level 2 North east quarter of the deck, approximately @ 6/I. 6/G.7, 6/F.6, 5/1, 5/G.7, 5/F.6, 5/E.6, 5/D.5, 4.3/I, 4.3/E.6, 3.5/I, 3/E.6) Remarks: The contractor used bucket to deliver the concrete and mechanically consolidated the concrete. One set of (5:1-7days, 3-28days, and 1- hold) 4X8 cylinders were made. Please Refer To Field Repot Number: 09617054DFR4232018YA Inspector. Yosief Abraha TEMP: 54 ° Reported Batch DATA Cement Type I -II Design Actual Mix No. 15LCD10 15LCD10 Cem. Lbs, 611 607 F. Ash lbs. C. Agg. Lbs 7/8 1450 1439 C. Agg. Lbs 3/8 490 485 C. Agg. Lbs Sand Ibs 1370 1363 Water 29 I 25 I Admixture GLENIUM 21oz 20oz Admixture MB POLY 37. 37oz Admixture Air Ent. (Ozl cm.) Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 7 Other Laboratory Data Design Strength:f 6000psi @ 56 days] Date Specimens Rec'd: 4/24/2018 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 62564-1 4/30/18 7 4.00 12.57 -- 57150 4550 1 CD 2 ASTM C109 62564-2 5/21/18 28 4.00 12.57 -- 74820 5950 1 CD 1 ASTM C617 TM C1231 ASTM C1019 OTHER 62564-3 6/18/18 56 1 1 62564-4 6/18/18 56 1 62564-5 6/18/18 56 1 1 Test Results Remarks: Results Reviewed By: Date: - t Codes for Break Types: r 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 02/2212018 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information praAded on Ina report is prepared for thee lwiveuse of the client. and may not be reprodmad to airy fomral vnNaa the written permissIm of the oienl aW K—an s Associates. This report i� fas our inspector's observation and testing rasMa based on one oonddims ant cord,aotoraaivdies. This inVmation is subject to review prior to final submittal. By sgninp thin report, our Inspector does not accept reaponsibllny fhrvelldny of rMfis. The same intonnation has been pro dad by others m site.