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SPECIAL INSPECTIONS COMBINEDSOCIATE S, IN GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 Project Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRKdoc ua &Associates,lnc. Geotechnical Engineering as Environmental Engineering Construction Testing and Inspection DATE: 5/13/2020 PROJECT #: 09619103 PROJECT: Hyundai Sale LOCATION: 22130 Hwy 99 KA P.M.: CONCRETE REPORT NO.: nmininsrRnRi�gn-wee CONTRACTOR: Wilcox PERMIT #: BLD2019-0120 INSPECTOR: William Bui JURISDICTION: Lynnwood WEATHER: Cloudy TEMP: 55 ° Field Data Concrete: Other: Supplier: Cadman Plant No. Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10: 21 1 357 1 1033791 1 4.1 1 5 1 68 ° 55 ° Location: Placement Area Show room footings Remarks: Please Refer To Field Repot Number: 09619103DFR5132020-WB Inspector:1 William Bui Reported Batch DATA Cement Type I/I Design Actual Mix No. P4C43464 Cam. Lbs. 515 516 F. Ash ibs. 85 85 C. Agg. Lbs C. Agg. Lbs 1560 1551 C. Agg. Lbs 292 287 Sand bs 1212 1203 water 311 ql 287 1 25 Oz 1 25 1 Air Ent. 4 OZ 1 4 ( Oz / cwt. ) Water Added On Job Site (Gals.) 16 gl Field Test ASTM Method C172 C143 N C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4000 0, 28 days I Date Specimens Rec'd: 1 5/14/2020 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 70433-1 5/20/20 7 4.00 12.57 -- 48910 3890 1 CD 1 ASTM C109 70433-2 6/10/20 28 1 ASTM C617 70433-3 6/10/20 1 28 1 1 ASTM C1231 70433-4 6/10/20 28 1 ASTM C1019 70433-5 H 1 OTHER Test Results Remarks: Results Reviewed By: Date: - Z,1- Zo Codes for Break Types: 1 ® 2 3 4 P5 5 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 as Tacoma (253) 939-2500 The information proMed on this report is prepared for the e=Imi,e use of the client, and may not be reprodwed In any format ertho the mitten permission ofthe client and Ihazan&Associates. This report Indicates our inspector's observation and testing results based on eftconditions and contract,,aobWU,,. This it fwmatm Is wbjwt to mWa prior m final submittal. By signing Mis report, mr inspector does not,,,W responsiblll for ralidi of results. The same information has been tY ry ProWded byatliers an site. i am 4 ,..,. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 2, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRK.doe - V..Q.zan&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 5/22/2020 PROJECT #: 09619103 PROJECT: DougIs Hyundai LOCATION: 22130 Hwy 99 KA P.M.: CONCRETE REPORT NO.: 09619103CR052220.DK CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: overcast TEMP: 56 ° Field Data Concrete: P4C43464 Other: Supplier: Cadman Plant No. 32 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:15 1 358 1 1037635 5.0 1 5 64 ° 56 ° Location: spread ftg. @7&C Placement Area Remarks: Please Refer To Field Repot Number: Inspector : Don Keller Reported Batch DATA Cement Type Design Actual Mix No. Cam. Lbs. 5650 F. Ash lbs. 940 C. Agg. Lbs 17200 C. Agg. Lbs 3200 C. Agg. Lbs Sand lbs 14000 Water 325.2 Admixture Wra 276.0 Air Ent. aea 38.0 ( Oz / CA.)[ Water Added On Job Site (Gals.) 10 Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 1 4000 @ 28 days i Date Specimens Rec'd: F 5/26/2020 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 70517-1 5/29/20 7 4.00 12.57 — 62270 4950 1 NG 2 70517-2 6/19/20 28 1 70517-3 6/19/20 —7281 28 1 ASTM C1231 70517-4 6/19/20 1 ASTM C1019 OTHER 70517-51 1 1 H I Remarks: Results Codes for Break Types: Concrete Report 1 1 2 1 3 1 4 Offices Serving The Western United States Test Results 5 6 Effective 05/08/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information providod on tide report is properadfor the wduMro u.. mnrc don, end may nor no mpoaumd Inemrm foes without the w,men permiwion or°»°nKazan client and s Ass -was. This report indicates our inapector, ou.onalwn end testingbased w sfte mciiri°„ a wmredor aditmiea. Thia information 1.subject to renew prior to final sebmftl. By epning ova report, our impecmr d—nde°ropt responsiblltiy for w1idity el resuih. The same lnfnnrmVon has Item provided provided by dhers or, de. The hst reppty on suts ely fic to tit apedbostian.and ine..d or hshtl. & ASSOCIATES IN C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 12, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington KA No. 096-19103 Permit: BLD2019-0120 Dear Mr. Ikegami, 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. KRAZAN &VAkOFIATES, INC. Jeffrey S. Project P4 Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRK.doc U— Krazari&Associ ate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/13/2020 PROJECT #: 09619103 PROJECT: Hyundai Sale LOCATION: 22130 Hwy 99 KA P.M.: CONCRETE REPORT NO.: 09619103CR051320-WB CONTRACTOR: Wilcox PERMIT #: BLD2019-0120 INSPECTOR: William Bui JURISDICTION: Lvnnwood WEATHER: Cloudy Field Data Concrete: Other: Supplier: Cadman Plant No. I Site Mix: Slump Mix Air Unit Time Truck # Ticket # %Air Inch Temp (F) Temp (F) Weight 10: 21 357 , 1033791 4.1 5 1 68 ° 1 55 ° Location: Placement Area Show room footings Remarks: Please Refer To Field Repot Number: 09619103DFR5132020-WB Inspector: I William Bui TEMP: 55 ° Reported Batch DATA Cement Type Ill I Design Actual Mix No. P4C43464 Cem. Lbs. 515 516 F. Ash lbs. 85 85 C. Agg. Lbs C. Agg. Lbs 1560 1551 C. Agg. Lbs 292 287 Sand Ibs 1212 1203 Water 311 ql 287 1 25 Oz 1 25 1 Air Ent. 4 O2 1 4 I (Oz/cm.) i Water Added On Job Site (Gals.) 16 gl Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4000 cis 28 da s Date Specimens Rec'd: 5/14/2020 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 70433-1 5/20/20 7 4.00 12.57 -- 48910 3890 1 CD 1 ASTM C109 70433-2 6/10/20 28 4.00 12.57 -- 63900 5080 1 CD 2 ASTM C617 70433-3 6/10/20 28 4.00 12.57 -- 65610 5220 1 CD 1 ASTM C1231 704334 6/10/20 128 4.00 12.57 -- 67000 5330 1 CD 1 ASTM C1019 OTHER 70433-5 6/10/20 28 4.00 12.57 -- 64250 5110 1 CD 2 Test Results Remarks: Conforming Results Reviewed By. Date: Codes for Break Types: Li Lj 1 f 2 1-} 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 Tire mfmmstion pmfided on this report Is prepmed Mthe nidushro use or Me cleat and may not be ragadueed In spry mime[ w*W the wrden per-sebn of tM dint aM K—an d Associates. This report Indicates—inspm(aYs observation and tesI mu bt based on eik corditions aMcunbectoreckvikee. This infomretion Is subject m-new prior to timl srterresi. 9ysli this report, our inspec4r does not a crept—pomlbiiity for Widity of res.b. The—Infen-donlmsbeenp-rd dbydhereoaaka Krazan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/2/2020 PROJECT #: 09619103 PROJECT: Doug's Hyundai LOCATION: 22130 Hwy 99 KA P.M.: CONCRETE REPORT NO.: 09619103CR060220-DK -1 CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: sunny Field Data Concrete: P4C3464 Other: Supplier: Cadman Plant No. 34 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp fl Temp fl Weight 7:15 1 445 1 1040635 5 1 64 ° 57 ° Location Placement Area Stem walls @B&7 Remarks: Please Refer To Field Repot Number: Inspector : Don Keller j TEMP: 57 ° Reported Batch DATA Cement Type Design Actual Mix No. Cam. Lbs. 4155 F. Ash lbs. 690 C. Agg. Lbs 12580 C. Agg. Lbs 2260 C. Agg. Lbs Sand Ibs 10220 Water 228.2 Admixture Dozz80 200.0 Air Ent. aea90 20.0 (Ozlcwl.) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength: L 4000 a 28 days Date Specimens Reed: 6 33/2020 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # I Tested By Brk Typ Test Method ASTM C39 70623-1 6/9/20 1 7 4.00 12.57 -- 56180 4470 1 CD 1 ASTM C109 70623-2 6/30/20 128 1 ASTM C617 ASTM C1231 ASTM C1019 OTHER 70623-3 6/30/20 28 1 70623-4 6/30/20 28 1 70623-5 H 1 Remarks Codes for Break Types: Concrete Report 1 2 j 3 4 Offices Serving The Western United States Test Results 5 D 6 Effective 05/0812019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information prwidcd m Z INO report is preparedfor themctushn use of the client, and may M be reproduced In ens fonmt wtlhrnd Me Written permission of the client end Krems& Associates. This report Indicates, sur imp Aar& ob—ston end testingm Its based on sit nd hl and contractor eothAtirs. This lnfarmalion is subject to review prior to revel submfitel. By signing this report, our iirepsctor does not ecropl responsjWlhy far selidgy of results. The same lnlomWtion hes been prwitlsd by others on ails. The test results apply only to the specific louticns,anW Mau Inpaled a lested. 1111111111111'.1111L )in 11U Kr[rLL1 &Associates, l Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/2/2020 PROJECT #: 09619103 PROJECT: Doug's Hyundai LOCATION: 22130 Hwy 99 KA P.M.: — CONCRETE REPORT NO.: 09619103CRO60220-DK -2 CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: sunnv Field Data Concrete: P3C58414 i Other: �— Supplier:; Cadman Plant No. 32 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:00 441 1 1040775 _ 6 66 ° j 60 ° Location: s.o.g. @3&E Placement Area Remarks: Please Refer To Field Repot Number: Inspector :1 Don Keller TEMP: 60 ° Reported Batch DATA Cement Type Design Actual Mix No. Cem. Lbs. 3980 F. Ash lbs. 700 C. Agg. Lbs 16180 C. Agg. Lbs 2640 C. Agg. Lbs Sand Ibs 14520 Water 310.8 Admixture Wra 240 Air Ent. (oz 1 Lwt. ) Water Added On Job Site (Gals.) 13 Field Test ASTM Method C172 C143 N C138 C1064 C231 C31 Other Laboratory Data Design Strength: 3000 28 da s Date Specimens Rec'd: 133/2020 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested I By Brk I Typ Test Method ASTM C39 70622-1 6/9/20 7 4.00 12.57 — 34190 2720 2 CD 2 ASTM C109 70622-2 6/30/20 28 2 ASTM C617 70622-3 6/30/20 1 28 2 ASTM C1231 706224 6/30/201 128 2 ASTM C1019 70622-5 H 2 OTHER Remarks: Results Reviewed By: Date: I Codes for Break Types: � 1 N2q L 6 Offices Serving The Western United States Concrete Report Test Results Effective 0510812019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The inf°rmenon provided on this report is papered forth. —Aueha use of the client. sW may not be mproduoed In any format wilmrd the written permission of is client and Kraran & Associates. This report Indicetes our Impecto's observation and teatng meuh beeed on Site conditions andcontraaornemitm The h4monation is wbjecl to rniew prim to frad submittal. Byslgninglhlampmt mrimp. do rwtaccaptmaponeidlityfory ildayofr ub. Themmelnfnmitionhasbeenpr dedby MheremMe. Thetasire happlyonytotroepwftiocallo ,mW Hems Inspected or tested. -- WE GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington KA No. 096-19103 Permit: BLD2019-0120 Dear Mr. Ikegami, 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, TES, INC. Project M Pacific 1? orwlst Division JSNVlkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 SRK.doe ;Qz1kra oat&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 5/22/2020 PROJECT #: 09619103 PROJECT: DouQ's Hvundai LOCATION: 22130 Hwy 99 _ KA P.M.: Field Data Concrete: P4C43464 Other: i CONCRETE REPORT NO.: 09619103CRO62220-DK CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: overcast Supplierl Cadman Plant No. 1 32 `I site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 2:15 1 358 1 1037635 5.0 5 1 64 Location: spread ftg. @7&C Placement Area Remarks: Please Refer To Field Repot Number Inspector: I Don Keller TEMP: 56 ° Reported Batch Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture wra Admixture Admixture Air Ent. sea ( oz / cwt. ) Water Added On Job (Gals.) DATA a Actual 5650 940 17200 3200 14000 325.2 276.0 38.0 Site 1 10 Field Test ASTM Method C172 C143 C136 C1064 C231 C31 H Other Laboratory Data Design Strength: 4000 A 28 days Date Specimens Rec'd: 5/26/2020 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk �Typ Test Method ASTM C39 70517-1 5/29/20 7 4.00 12.57 — 62270 4950 1 NG 2 ASTM C109 70517-2 6/19/20 28 4.00 12.57 -- 80070 6370 1 BAW , 2 ASTM C617 70517-3 6/19/20 128 4.00 12.57 -- 77950 6200 1 BAW 2 ASTM C1231 70517-4 6/19/20 28 4.00 12.57 -- 78420 6240 1 BAW 2 ASTM C1019 70517-5 6/19/20 28 4.00 12.57 -- 77780 6190 1 BAW 2 OTHER Test Results Remarks:1 Conforming Results Reviewed By: Date: L3 Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 05/08/2019 Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Informed. proAded on th—s at I. prepared far Use excImNe use of the client, and may not be reproduced In any format wMhdd the written permission of the cliem and K scan 8 Asaacial- This apart indicates our lnspsoWsoMxrvalion and leading rwulle based on siloccntldbna andcurdractoradivldes. Thla lnformetlon is subjeclb revkw pdorbfinel submittal. By signing this ropml, our inspector does not accept responsibility for validity, of nsu%s. The same information has been pwAded by others on site. Thetedn ubapplymnl the Wmifi tima.Ind items inspected or laded. mErqN6 Van ■tLQ,za l&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/12/2020 PROJECT #: 09619103 PROJECT: Douo's Hvundai LOCATION: 22130 Hi -way 99 KA P.M.: Jeff Mercer CONCRETE REPORT NO.: o96191o3CR061220.JA _1 CONTRACTOR: Wilcox PERMIT #: BLD2019-0120 INSPECTOR: Joseph Aranas JURISDICTION: _City of Edmonds WEATHER: Cloud TEMP: 55 ° Field Data Concrete:] P3C58414 Other: ] Supplier: CADMAN Plant No. F 34 Site Mix: Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight 7:08 445 1044872 6 1 69 ° 55 ° 1 Location Placement Area Slab on grade grid line @ 7-6/A.8-C Remarks: Place in a pump and Boom. Mechanically Consolidated. Please Refer To Field Repot Number: inspector: I Joseph Aranas Reported Batch DATA Cement Type PLCD2L 009 Design Actual Mix No. 133C58414 P3C58414 Cem. Lbs. 400 401 F. Ash lbs. 70 69 C. Agg. Lbs #571590 1580 C. Agg. Lbs #8 281 280 C. Agg. Lbs Sand ibs 1414 1498 Water 270 253 Air Ent. ( oz ! cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength:[ 3000 l:q, 28 days Date Specimens Rec'd: 6/16/2020 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 C 1231 ASTM C1019 OTHER 70815-1 6/19/20 7 4.00 12.57 — 41670 3320 1 BAW 2 70815-2 7110/20 28 1 70815-3 7110/20 28 1 70815-4 7/10/20 28 1 70815-51 H 1 Remarks: Results Reviewed By:j Date: Codes for Break Types: y �i L_ J 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Test Results Effective 05108/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infomation to—ded on this report is prepared forthe=Wive—of the client, and may not be reprodicedl In arty format withotd the written permission of Me Chad and blazon B Associates. This report lndimias our lnspedors observation and testing resuhs based an she eanditimrs and cadd raora "es. This Information Is w*d to review prior to final aubinifisl. By signing this report, our impacts does not accept responsibility for vaidiy of mulls. The same information has been provided by others on she. The test resulh appy ony to the specific ooshom,and Berm impeded or tested. KrC1zIG111&Ass ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/12/2020 PROJECT* 09619103 PROJECT: Doug's Hyundai LOCATION: 22130 Hi -way 99 KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09619103CRO61220-JA -2 CONTRACTOR: Wilcox PERMIT #: BLD2019-0120 INSPECTOR: Joseph Aranas JURISDICTION: City of Edmonds WEATHER: Cloudy TEMP: 55 ° Field Data Concrete:1 P4C43464 ] Other: Supplier: CADMAN Plant No. 34 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 9:34 1 368 1 1044989 4.8 1 6 1 65 ° 1 55 ° Location: Placement Area Spread Footings grid line @ 2.5/B.5-C.8, 3.8/13, B.5, B.7, 4.5/B.2, B.5, B.7, 6/13, B.5, B.7. Remarks: Place in a pump and Boom & buggy. Mechanically Consolidated. Admixture:POZZ 80,AEA 90 Please Refer To Field Repot Number: Inspector. Joseph Aranas Reported Batch DATA Cement Type PLCD2L109 Design Actual Mix No. P4C43464 P4C43464 Cam. Lbs. 515 511 F. Ash lbs. 85 78 C. Agg. Lbs #57 1569 1582 C. Agg. Lbs #8 283 282 C. Agg. Lbs Sand Ibs 1212 1278 Water 260 239 Admbcture 25oz 25oZ Air Ent. 30Z 30Z ( oz ! cwt. ) Water Added On Job Site (Gals.) 20 Field Test ASTM Method C172 C143 H C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4500 :d: 28 days Date Specimens Rec'd: 6/16/2020 Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 70814-1 6/19/20 7 4.00 12.57 — 48770 3880 2 BAW 2 ASTM C109 70814-2 7/10/20 28 2 ASTM C617 ASTM C1231 70814-3 7/10/20 28 2 70814-4 7/10/20 28 2 ASTM C1019 70814-5 1 H 2 OTHER Remarks: �e IL H Codes for Break Types: � I 1 2 3 4 75[l I'] Offices Serving The Western United States Concrete Report Test Results Effective 0510812019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The Information pmAded an We report is prepared Who esclualve use of the client. and my not be reproduced in any format wMW the wrMten pamisslsn of the client and K—BR ceras,. This report indicates our lmpectoft observation and testing recalls based on as conditions andcurdraetoractidNes. This lnfametlon is auhlect is rBWew prior to final subrrdal. By signing this report our inspector does not accept reepornibilMy for validity of result. The same infomtation has been provided byotne,eon sft. Theteatreauseapplyonlywft apeem lc .f m.and Mems in.pecled or tested. 1<rUaZO �_ &ASSOCIATES. INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 2, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington KA No. 096-19103 Permit: BLD2019-0120 Dear Mr. Ikegami, 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. effre S. Mercer Kr Projec Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRK.doc =_m1(Mz n&Associates,Inc._ Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/2/2020 PROJECT* 09619103 PROJECT: Dou9's Hyundai LOCATION: 22130 Hwy 99 KA P.M.: CONCRETE REPORT NO.: oss�s�escRnso22n_nK -� CONTRACTOR: Wilcox PERMIT M INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: sunny TEMP: Field Data Concrete: P4C3464 Other: Supplier: Cadman Plant No. 34 Site Mix: Slump Mix Air Unit Time Truck # _ Ticket # % Air Inch Temp (F) Temp (F) Weight 7:15 445 1040635 5 64 ° 57 ° Location Placement Area Stem walls @B&7 Remarks: Please Refer To Field Repot Number: Inspector:1 Don Keller Laboratory Data Design Strength: 4000 28 days 57 ° Reported Batch DATA Cement Type Design Actual Mix No. Cam. Lbs. 4155 F. Ash lbs. 690 C. Agg. Lbs 12580 C. Agg. Lbs 2260 C. Agg. Lbs Sand lbs 10220 Water 228.2 Admixture pozz80 200.0 Admixture Admixture Air Ent. aea90 20.0 (oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 H Other Date Specimens Rec'd: j 6/3/2020 Cyl. Code Test Date Field Cure Age Dia. Area wt. # Max Load Comp. Strength Set # Tested By Brk Typ 70623-1 6/9/20 7 4.00 12.57 — 56180 4470 1 CD 1 70623-2 6/30/20 28 4.00 12.57 -- 74330 5910 1 CD 1 70623-3 6/30/20 28 4.00 12.57 -- 73610 1 5860 1 CD 2 70623-4 6/30/20 28 4.00 12.57 — 77880 6200 1 CD 2 70623-5 6/30/20 28 4.00 12.57 — 73810 5870 1 CD 1 Remarks: J Results Reviewed 13y:1 t I Date: Codes for Break Types: Concrete Report 1 2 3 4 5 Offices Serving The Western United States ASTM C39 ASTM C109 ASTM C617 ASTM C 1231 ASTM C1019 OTHER Test Results Conforming 6 Effective 05/08/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The invormntlm prwitl M on this open Is prepared for Ne arclusive m of the client, and may not be mproducetl In any fonrmt w loin the Wrltlen per14181on of IM oleo! aM K-18l asedatee. This report Indi cates our hupecee. observation and tasting meats owed on site wM01om and connector acthvMes. This nfamnatlm Is subject t revim prior to final submftl. By signing this report, our Inspector does not amept responslblliy for velldlty, of result. The same, informa0m has been provided by others an aite. The teat reauee apply on" the specific locations, and hems Inspected or tested. sK1Gl/JM&Associates,Inc. _ Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/2/2020 PROJECT #: 09619103 PROJECT: Doug's Hyundai LOCATION: 22130 Hn 99 KA P.M.: _ CONCRETE REPORT NO.: 09t679103CRORr1220_nK _2 CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: sunny _ TEMP: 60 ° Field Data Concrete: C P3C58414 Other: Supplier: Cadman _ l Plant No. 32 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 10:00 441 1 1040775 1 1 6 1 66 ° 1 60 ° Location s.o.g. @3&E Placement Area Remarks: Please Refer To Field Repot Number: Inspector:Inspector:E Don Keller Reported Batch DATA Cement Type Design Actual Mix No, Cam. Lbs. 3980 F. Ash Ills. 700 C. Agg. Lbs 16180 C. Agg. Lbs 2640 C. Agg. Lbs Sand Ibs 14520 Water 310.8 Admixture wra 240 Air Ent. (oz/cm. ) Water Added On Job Site (Gals.) 13 Field Test ASTM Method C172 C143 H C138 C1084 C231 C31 Other Laboratory Data Design Strength: 1 3000 2 28 days Date Specimens Rec'd:F 6-13/2020 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 70622-1 6/9/20 7 4.00 12.57 -- 34190 2720 2 CD 2 70622-2 6/30/20 128 4.00 12.57 -- 48420 3850 2 CD 2 70622-3 6/30/20 128 4.00 1 12.57 -- 50120 3990 2 CD 1 70622-4 6/30/20 28 4.00 12.57 -- 51300 4080 2 CD 1 70622-5 6130/20 28 4.00 12.57 -- 49660 3950 2 CD 2 Test Results Conforming Remarks: Results Reviewed By: Date: Codes for Break Types: 1 ' 2� 3 4 5 {� 6 Offices Serving The Western United States Concrete Report Effective 05/08/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The infonnatlon provided on this adu reped is prepared for the dusW use of chard, and may not be reprodusd in any formal w1hal the written Pnnneaiw, of the dram and Kneen B Associetes. This report inaloates our inepectara observation and tesling mule booed on sae maptions and contractor lee. This lnfomutlon is subject to renew priorto final aubmilisl. By ataning this report, our inapedor doea rat accapl responsiblldy forvalldityof results. Thew inbmrellon hee bean prwlded by dire m ah. The led reautta apply only to the sp..M. locations, and items bepecbed. tested. J_ & ASSOCIATES NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 14, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. Respect . ubmitted, KRAZAN ASSOCIATES, INC. �G Jeffrey S.'Mercer Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198tb Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRKdoc 7: <r�M&Associatesjnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 8/11 /2020 PROJECT #: 09619103 PROJECT: H undai LOCATION: 22130 Hwy 99 KA P.M.: Field Data CONCRETE REPORT NO.: na69oinsr-onQ�4,2n_nv CONTRACTOR: Wilcox PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonda WEATHER: Concrete: P4C43464 Other: Supplier:) Cadman Plant No. 34 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight 4:00 433 11 1070405 1 4 1 78 ° 1 75 Location: Placement Area Column peddistals @6-7&B.7-B.8 Remarks: Please Refer To Field Repot Number: Inspector :L Don Keller TEMP: Reported Batch DATA Cement Type E�� n Actual Mix Cam.I F. Ash C. Agg. C. Agg. C. Agg. Sand Admixture Air Ent. (oz / cwt. ) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Laboratory Data Design Strength: 4000 28 da s Date Specimens Rec'd: F 8/ 2212020 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Methc Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 71624-1 8/18/20 7 3.99 12.5 -- 53890 4310 1 CD 1 ASTM C109 71624-2 9/8/20 128 4.00 12.57 -- 67300 5350 1 CD 2 ASTM C617 71624-3 9/8/20 28 4.00 12.57 -- 64260 5110 1 CD 1 ASTM C1231 71624-4 9/8/20 28 4.00 12.57 -- 68750 5470 1 CD 1 ASTM C1019 71624-5 9/8/20 28 4.00 12.571 65340 5200 1 CD i 1 OTHER Remarks: Results Codes for Break Types: Concrete Report 1 2 3 1 4 I u5� 6 Offices Serving The Western United States Test Results Conforming Effective 05/OB/2019 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253 ) 939-2500 The information prmidedon this rapodla prepared fm sraamhnive we of Me died, and may not be reproduced in anyforrwl without the written permission ofthe amm client and HB An iafw. This report indicates ourImpectors obsemilion ancitntng results based on sitecoodibons dcontactore WHias. Thislydeenamissublectbr wpdabfinalaubmftW By aierinp"I repat eur Inspector daw not axept reependbility, for vdidity of reaWk. Th, a irdormemhecbeenprWdadbycffl a nalE. Thetestrm bVpiymlymtheepw&loe msend Hems inspadW or teeled. '-�"KEaZaLl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 12, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. `. `1e�ey Mercer Project L. anager Pacific Northwest Division CC/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doe Page 1 of 1 ��. KnVal � 1&Ass ociate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR562020AH DATE: 5/6/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Do 's Hyundai - Sales and Service INSPECTOR: AB Hashim LOCATION: 22130 Hwy 99, Edmonds JURISDICTION: City of Edmonds KA P.M.: Chris Congdon WEATHER: Cloudy TEMP: 46' F A Krazan representative visited the project site today for an epoxy anchor inspection. The following were installed: Showroom (x4): Per detail 1 on S202, two (2) #5 (bottom) reinforcing steel dowels were installed into the concrete footing at Gridlines C/1.5 and two (2) #5 (bottom) reinforcing steel dowels were installed into the concrete footing at Gridlines C/5.5. Service Canopy (x4): Per detail 5 on S202, two (2) #5 (bottom) reinforcing steel dowels were installed into the concrete footing at Gridlines A.7/6 and two (2) #5 (bottom) reinforcing steel dowels were installed into the concrete footing at Gridlines B.7/6. Eight (8) holes were drilled to a depth of 6". The holes were cleaned and the depth was verified. More dowels are yet to be installed at each location. HILTI-HIT HY 200-R (Expiration Date: 01/2021) epoxy was utilized to fill the holes. The reinforcing steel bars were then inserted and twisted until it was at full depth and epoxy was seen extruding from the holes. Drilled holes and epoxy anchors appeared to be placed in general compliance with the project plans, specifications, industry and manufacturers standards. Reviewed To the best of my knowl regulatory requirements. ASTM Test #: 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 clicat. This report may not be reproduced in any format without the writtm 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, '- KraZan- & ASSOCIATE S. INC. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 14, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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, AN &ASSOCIATES, INC. Jeffrey 5. Mercer Project Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFRdoc Page 1 of 1 %_=m Kj & Ass ociate s,lne. Field Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR51120201`'TS DATE: 5/11/2020 Set Count: CONTRACTOR: WILCOX PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: HYUNDAI SALES & SERVICE INSPECTOR: Nima T. Sher pa LOCATION: 22130 Highway 99, Edmonds, WA JURISDICTION: City of Edmonds KA P.M.: JM WEATHER: Clear TEMP: 56 A Krazan & Associates, Inc. representative visited "22130 Highway 99, Edmonds, WA — HYLTNDAI SALES & SERVICE" construction/ renovation site for reinforcing steel bars inspection. Upon arrival at the site, we met with contractor and reviewed approved plan & section details. Rebar(s) were inspected at the following: - NEW FOOTINGS (EAST OF GRID C TO G) Reinforcing steel bars of above referenced footings areas were checked for size, grade, count, cover, lap splice, spacing, cleanliness etc. At the time of inspection, they all appeared to be clean, free of dirt, oil/other impurities and tied in -place per contractor provided plan & section details. Note: - Plan & section details (S101, 3 & 5/S203, 5/S207 & S003 — Footing Schedule). - Some of the `175' & `F6' bottom rebar has coverage issues. In order to provide clear cover for the reinforcing steel bars, contractor should use enough rings, concrete dobies, chairs, wire or any other approved means. We notified contractor and they said they will fix them before concrete pour. Reviewed To the best of my knowl regulatory requirements. ASTM Test #: Asset 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 Kranin & 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 Kr�an&Associates,Inc. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 5/ 13/2020 Report NO.: 09619103DFR513202OWB Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: H dai Sale INSPECTOR: William Bui LOCATION: 22130 Hwy 99 JURISDICTION: Lynnwood KA P.M.: WEATHER: Cloudy TEMP: 55' F Krazan representative arrived on site for observation and testing samplings. Contractor poured about 40 cyds mix P4C43464 at Show room footings. 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 09619103CR5132020-WB. Reviewed To the best of my knowl regulatory requirements. �ASTM Test #: Asset Number(s): 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 Krazan & Associates. This report indicates our imp.. 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 respomtbility for validity of results. The same information bas been provided by others on site, II GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. aj-k- I -,— Jeffrey S. Mercer Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 �aZal&Ass ociate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR519202OBW DATE: 5/19/2020 Set Count: CONTRACTOR: Wilcox Construction PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dou s Hyundai INSPECTOR: Brandon Watkins LOCATION: 22130 Highway 99 _ JURISDICTION: City of Edmonds KA P.M.: Christopher Congdon WEATHER: Cloudy TEMP: 59" F Adhesive Anchor Ins ection A Krazan representative arrived on site for an epoxy anchor inspection. Per plan detail S 101 foundation level. Eight (8) #5 bar were installed horizontally, a with two (2) #4 dowels. All holes were drilled to a depth of at least 7" (for #5 bar) at locations C.0/1.0-2.0, also at least 5" (for #4 dowels) at locations C.0/5.0-6.0 The holes were cleaned and the depth was verified. Hilti HIT-HY 200-R (ICC-ES ESR-3187, Expiration Date: 01/2021) epoxy was utilized to fill drilled holes. The #5 bar and #4 dowels were then inserted and twisted until it was at full depth and epoxy was seen extruding from the holes. Drilled holes and epoxy anchors appeared to be placed in general compliance with the project plans, specifications, and industry & manufacturers standards. Reviewed By: I aA)III-11 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 exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krw 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. The test results apply only to the specific locations, and items inspected or tested GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 26, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 M,� V___� Jeffrey S. Mercer Project Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc " Page 1 of 1 === 1t �1 C1 L�Gi�� &Ass o c i ate s, Inc. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR522202ODK DATE: 5/22/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: PROJECT: Doug'sHyundai INSPECTOR: Don Keller LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P.M.: WEATHER: overcast TEMP: 56 Inspected the placement of ASTM A615 GR60 reinforcing steel and threaded rod for continuous wall ftgs and spread ftgs. @6-7&A.9-C and stem walls @C-D.5&1-6.5,6/S203, 7/S201, GSN, S101 3/18/20. Verified mix #P4C43464 4,000 psi concrete provided by Cadman. Observed the placement of (32.5) cubic yards of concrete for areas stated above. All loads placed continuously, within 90 minutes of batch time, and with no interruptions greater than 1 hour. Concrete discharged into hopper and conveyed with pump. Concrete mechanically consolidated at time of placement. Cast 1 set of (5) 4x8 concrete specimens for spread ftg. @7&C, @2:15, mix 64, air 56, slump 5", air 5.0%. Observed the placement of #4 slab dowels @B-C &4-6. Holes drilled 5/8" round x 6" deep and cleaned as per manufacturer's recommendation. Dowels epoxy grouted with counter clockwise twisting motion to remove air. Hilti Hit Hy 200. Exp. 10/2021. GSN,S005. 3/18/20. Reviewed 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. ve: I echmcian: 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. The teat results apply only to the specific locations, and items inspected or tested .A�KfaZan_ & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 11, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. JJ' Jeffrey S. Mercer `_%" Project Manager Pacific Northwest Division JSM/ikj CC: CITY OF EDMONDS 3 RK ARCHITECTURE ARW ENO N- EERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc "WA 1<1~QLM&Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 6/4/2020 PROJECT #: 09619103 PROJECT: Douglas Hyundai LOCATION: KA P.M.: JSM ~` WELDING INSPECTION REPORT NO.: 09619103SSR060420-IV CONTRACTOR: BLUE STAR PERMIT #: INSPECTOR: Itiaj Vahora JURISDICTION: WEATHER: Cloud TEMP: 60 e STRUCTURAL STEEL ❑ FIELD F71 SHOP WELDING r7i VISUAL ❑ MATERIAL ID Columns- C14, C15, C17, C18 Blue Star- 6059 Guide Meridian, Bellingham WA Welder qualification / certification verified for: Position: ❑ FLAT ❑ VERTICAL ❑ OVERHEAD Process: ❑ SMAW ❑ FCAW ❑ SAW Weld Type: ❑ FILLET ❑ C.P. ❑ PLUG Weld Size: ❑ 3/16" ❑ 1/4" ❑ 3/8' Codes: ❑ AWS ❑ AISC ❑ ASME NOTES ❑ DISCREPANCIES n site per request for post weld visual inspection. Verified l A section 6 requirements. otal four columns inspected upon completion. ❑ HORIZONTAL ❑ GMAW ❑ P.P. ❑ 5/16" ❑ IBC for size on file ❑ Filler Metal: ❑ Other: ❑ Other: ❑ Other: ❑ Other: 100 % COMPLETE ation per approved plan details To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifi tl� nd 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 Effective 10/3/2017 The inf tionprovided on this report is prepared for the exclusive use fthe client. Thisreport may rat be repmd—d in myf t without the written perissionofthe client and Kmrao&Associates. Thisreport indicates can inspectors observation and testing mvAts bnaed on site conditions and contractor activities. This information u subject to review prior to fwl submittal. By signi g this report, am iaapeclm daea not accept respmtsibility for validity ofresults. The same information M1es been provided by others on sile- —$ Page 1 of 1 %�an &Associates, I nc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR692020JS DATE: 6/9/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dougs Hyundai INSPECTOR: Jordan Seiler LOCATION: 22130 Highway 99, Edmonds JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Rain TEMP:52 A Krazan & Associates, Inc. representative arrived on site to inspect the placement of about 31 18 inch long number four dowels into 4500 psi concrete approximately along gridlines 6/A.7-B.7. Hilti Hit HY 200 epoxy was verified and used with an expiration date of 01/2021. Embedment depth was verified at 6 inches with the exception of four that were at about four and a half inches as shown below. The other side was cut out so the embedment would have blown out the other side. The holes were cleaned and epoxy was mixed properly prior to placement of the dowels. Epoxy was seen extruding from the holes as the dowels were placed. Window on left side of doorway Epoxy dowels Window on right side of doorway I 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 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 been provided by others on site. The tmt results apply only to the specific locations, and items inspected or tested Page 1 of 1 K170iZan & A S S 0 c i a t e s, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR610202ODB DATE: 6/10/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dou s Hyundai INSPECTOR: Dave Bale LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P.M.: CM WEATHER: cloudy TEMP: 59 On site for proprietary anchor inspection. Observed installation of 5/8" diameter threaded rods into existing building for new roof beam attachment on grids C / 1 and C / 6. Verified 4" embedment into 24 holed that were drilled and brushed, and used HILTI HIT HY 200 R adhesives as per detail on 2/S205. Reviewed By: IV vc� 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 • 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 Krarsn & 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 The test results apply only to the specific locations, and items inspected or tested GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 15, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 Project Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 3RK ARCHrrECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198t' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc s� Pagel of 2 —.'KMZM &Associates, Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR6122020JA DATE: 6/12/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dou 's Hyundai INSPECTOR: Joseph Aranas LOCATION: 22130 Hi -way 99 JURISDICTION: City of Edmonds KAP.M.: Jeff Mercer WEATHER: Cloudy TEMP:55 Reinforcing Steel Inspection A Krazan & Associates arrive onsite on -time for Re -Steel Inspection we meet with the Contractor about the details of the Inspection. Contractor placed the Rebar on Slab on grade grid line @ 7-6/A.8- C, Spread Footings grid line @ 2.5/B.5-C.8, 3.8/B, B.S, B.7, 4.5/B.2, B.5, B.7, 6B, B.5, B.7 type of Footing F4 & FC2. We verified the reinforcing steel for size, grade, clearances, Dimension, Spacing. See Structural note I/5203, 5003 & SOOI Section E(Concrete) no# 6 for more details. In our opinion, The reinforcing steel was place in general accordance to the approved plan and specification While onsite Contractor Pour the Slab on grade grid line @ 7-6/A.8-C, Spread Footings grid line @ 2.5B.5-C.8, 3.8/B, B.5, B.7, 4.5/13.2, B.S, B.7, 6B, B.5, B.7. Using approved Mix Design for Slab on grade #P3C58414 (CADMAN), A total of 30 CY of concrete with Compressive Design Strength of 3000 PSI @ 28 days & Using approved Mix Design for Footing #P4C43464 (CADMAN), A total of 26 CY of concrete with Compressive Design Strength of 4500 PSI @ 28 days, 2 set of Five 4x8 were cast for compressive strength testing, Batch Plant (32). Test results are available on concrete report#9619103CR6122020JA-1, #9619103CR6122020JA-2. 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 & 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. The test results apply only to the specific locations, and items inspected or tested Page 2 of 2 0<17aZan&Associates,lnc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR6122020JA Site Phntn'c Reviewed By: ASTM Test 4h Asset Numbe 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 Koe 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 dos not accept responsibility for validity of results. The same information has been provided by other; on site. The test results apply only to the specific locations, and items inspected or tested AEMVMLAMM Kr-aza - & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 26, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. TES, INC. Jeffrey S. Project �4 Division JSMllkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Willi Offices Serving the Western United States 09619103 DFR.doc 44MAKrazaimAssociates, Inc_. Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection DATE: 6/19/2020 PROJECT #: 09619103 PROJECT: Dou s Hyundai LOCATION: 22130 Hwy 99 KA P.M.: JSM STRUCTURAL STEEL WELDING INSPECTION REPORT NO.: 09619103SSR061920-IV CONTRACTOR: WILCOX Construction PERMIT #: BLD2019-0120 INSPECTOR: Itiaj Vahora JURISDICTION: Ci of Edmonds WEATHER: Sunny TEMP: 60 FIFIELD ❑ SHOP WELDING [71 VISUAL ❑ MATERIAL ID Itemis:+ Inspected: Full Penetration weld- G/2 Location: Gridlines G at 2,3,4,5 columns Welder qualification / certification verified for: Jon Koker, W15799 Position: ❑ FLAT ❑ VERTICAL 0 OVERHEAD 0 HORIZONTAL 0 Filler Metal: Fabshield XLR-8 5/64" 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: 0 AWS ❑ AISC ❑ ASME ❑ IBC ❑ Other: FI NOTES ❑ DISCREPANCIES 25 % COMPLETE n site per request for full penetration weld monitoring. Checked fitup at G-line column to beam CJP joints prior to root Lss welding. Contractor used copper backing and fillet welded the under side. Visually verified weld completed per AWS 1.8 requirements. ork in progress at G/3 full penetration welds. To the best of my knowledge, the above WAS performed in accordance wi 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 Effective 10/3/2017 The information provided on this report is prepared f the exclusive use of the client This report my not be reproduced in say fomeet without the written pannission ofthe client and Krazan & Associates. This report indicates our inspectors observation and testing n;sults hosed on site conditions and contactor sctivities. This infbora ion is subject to review, prior to final submittal. Hy signing this report, our inspeeour does not accept responsibility for validity ofreaults. The sarne infin—lion has been provided by others on site. Page 1 of 1 ' aZan&Associates, Inc. Field Geotechnical Engineering . Environmental Engineering Report NO.: 09619103DFR622202OBW Construction Testing and Inspection DATE: 6/22/2020 Set Count: CONTRACTOR: Wilcox Construction PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dou 's Hyundai _ INSPECTOR: Brandon Watkins LOCATION: 22130 Highway 99 JURISDICTION: City of Edmonds KA P.M.: Jeffrey Mercer WEATHER: Cloudy TEMP: 60' F Adhesive Anchor Ins ection A Krazan representative arrived on site for an epoxy anchor inspection. Per RFI #58 twenty-four (24) 5/8" all - thread were installed horizontally into the concrete (pan decking ledger at gridlines B.0-C.0/6.0). Twenty-four (24) holes were drilled to appropriate depth. The holes were cleaned and the depth was verified. Hilti HIT-HY200-R (ICC ESR 3187 Expiration Date: 1/2021) epoxy was utilized to fill the holes. The 5/8" all - thread were then inserted and twisted until it was at full depth and epoxy was seen extruding from the holes. Drilled holes and epoxy anchors appeared to be placed in general compliance with the project plans, specifications, and industry and manufacturers standards. Reviewed To the best of my know! regulatory requirements. ASTM Test #: Asset 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 Krs om & 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 rsponsbility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested —_Kf'a M&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection WELDING INSPECTION REPORT NO.: 09619103SSR062320-ZZ DATE: 612312020 CONTRACTOR: WILCOX CONSTRUCTION, INC. PROJECT #: 09619103 PERMIT M BLD2019-0120 PROJECT: HUNDAI INSPECTOR: Zelalem Zerihun LOCATION: 22130 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds KA P.M.: Jeffrey S. Mercer WEATHER: Clear TEMP: 60's STRUCTURAL STEEL ❑✓ FIELD ❑ SHOP WELDING ❑✓ VISUAL ❑ MATERIAL ID Item(s) Inspected: Performed visual inspection for CJP welds for moment frame and joist to supporting connections. Location: CJP welds on G line (4 places 8 in total) for moment frame. Joist to supporting elements. Welder qualification / certification verified for: Position: ❑ FLAT ❑ VERTICAL ❑ OVERHEAD Process: ❑ SMAW ❑ FCAW ❑ SAW Weld Type: ❑ FILLET ❑ C.P. ❑ PLUG Weld Size: ❑ 3/16" ❑ 1/4" ❑ 3/8" Codes: ❑ AWS ❑✓ AISC ❑ ASME ❑✓ NOTES ❑ DISCREPANCIES John Koker, W 15799 HORIZONTAL ❑✓ Filler Metal GMAW ❑ Other: P.P. ❑ Other: 5/16" ❑ Other: IBC ❑ Other: E71 T-8 % COMPLETE Arrived onsite as scheduled by the contractor and performed visual inspection for CJP welds for moment frame on G-line as per S103 roof framing and detail 1/S206. All 4 locations (@ 2/G, 3/G, 4/G, and 5/g, 8 in total welds) are visually acceptable as per AWS D1.1 and AWS DI X CJP welds are subject to UT examination. Joists to supporting beams are acceptable for all service canopy and show room areas. Items not read-, for inspection: 1) The roof deck is not attached to joists. 2) Several high strength bolts were not snug -tight, including moment frame bolted connections. 3) Openings in roof for RTU are not done yet. Reinforcement to be added as per 8&9/S201. 4) Moment frame connection detail 1/S206 callout a 5/8" stiff (continuity) plate in the column. One of the plates was missing at 3/G west side) and another one was misaligned at 4/G. Contractor will need to add these plates in the field, subject to inspection. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specificati s and regul tory 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 Effective 05/08I2019 the lnfons,etinn lmvidcd on dsu 1x,ni,mlonxl fthe cfloCil is nsaynm t. 7nnluced in any ti,m,at uiWout tle ,itlol r—Buhl nfthechent and Ktarust&Associotu llds 7rsn indhatesourinsp,etm obscreation wkitmusg rc Its b,,d of silowditkm end wo oor e hilic.7ltu v,f rmation usulry Yto naiew priorMf IsuMnifal. Bysignhtg this tqp , ourinsl•wordxs not aca7N to r—Ability frvafdityof—hs. Thesame mf,m�alhm has lxvat pnrvi,iod by others on sue. Ilse lest nxuhs appal only 4,da s�,cif f,mtions, and uemsinslcclW,n haled. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 29, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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, K4,AZAN & ASSOCIATES, INC. Jeffreyp. Mercer Project Manager Pacific Northwest Division JSNVlkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc I<raZan& Ass oci ate s, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/26/2020 PROJECT #: 09619103 PROJECT: Dougs Hyundai_ LOCATION: 22130 Hwy. 99 Edmonds Washington KRAZAN P.M.: Corbet Mercer NDT EXAMINATION REPORT NO.: 19103NER062620-DL CONTRACTOR: Bluestar Weldin PERMIT #: BLD2019-0120 INSPECTOR: David Lane JURISDICTION: City of Edmonds WEATHER: clear TEMP: 70 ° STRUCTURAL STEEL OTHER: Field SHOP V.T. MATERIAL ID M.T. P.T. 7 ULTRASONIC ULTRASONIC EXAMINATION REPORT Specification #: AWS D1.1 AWS D1.1-1/Other: N/A Material Alloy: A36/A572 Weld Joint: SINGLE BEVEL GROOVE Standard #: AWS D1 sec. 6 Pan F AWS D1.1-1/Table 6: Table 6.1 Material Thickness: .375"- .625" Weld Process: FCAW Calibration Standard: 05-7106 IIW Type 1 or DSC/DAC: DSC Ref. Dwg/detail: n/a Ns= near side. Fs= far side. Tf= top flange. Bf= bottom flange. Wb= web. N.S.E.W.= compass directions. T= top. B=bottom. T&Bf= top and bottom flange. All welds located along G-Line Storefront Beam at roof level. fn o U. H Q a 0LU ¢ v , it w W J W > W O a W Z Q W > U) 1 DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO O W >W —� U LL o d J J W Z � LL W ro O v Q Z _O H Z W Q Z f— U LL o d w U = Q F a 0 Z D Z a Z Q Q W 7 CO L LL = a o 0 Z W S W W Z 0 PC. MK./Grid line Moment Connection @ G/2 G/2 4 ✓ n/a 0/70 z 65dB n/a j n/a j n/a n/a n/a n/a n/a Moment Connection @ G/3 G/3 4 ✓ n/a 0/70 1-2 65dB n/a n/a n/a n/a n/a n/a n/a Moment Connection 2 G/4 G/4 4 ✓ n/a 0/70 1-2 z 65dB n/a n/a n/a n/a n/a n/a n/a Moment Connection @ G/5 G/5 4 ✓ n/a 0/70 1-2 65dB n/a n/a n/a n/a n/a n/a n/a Ultrasonic Test (UT) Equipment Make: Olympus Epoch 650 SN: 150210806 0 0. • 0. QTY Conforming Welds: 16 Transducer Size:.625"x.625" SN: A430S QTY Nonconforming Welds: 0 Couplant: Sonotech Ultragel II CITY Examined Welds: 16 ASTM Test Method: A587 Frequency: 2.25 MH Reviewed By: 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 Bothell (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 NDT Examination Report Revision 7 Ef mtivc 2.13.13 Tha infsmntion provided an tltia report is prepared far the exclusive use of the client This report say not be reproduced in any fount without the written peutission of the client and Kramn & Associates. This report indicates our inspectors observation and testing results based on site—ditions and contractor activities. This infonmtion is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity ofresutts. The sarse information Iss been pmAded by others on site. aZall &ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 09619103DFRO62920-NG Date: June 29, 2020 Contractor: Wilcox Const. Project No.: 096-19103 Permit No.: BLD2019-0120/ ENG2019-0198 Project: Doug's Hyundai Inspector: Niccolo Guiao Project Location: 22130 Hwy 99, Edmonds, Jurisdiction: City of Edmonds WA Krazan PM: JM Weather: Cloudy Temp: 50-60's F A Krazan representative visited the project site today for a reinforced concrete inspection. Upon our arrival today, the contractor had placed reinforcing steel on the planned three (3) planter wall footing and wall reinforcements along the western portion of Hwy 99, Doug's Hyundai frontage, except for the southern most planter wall reinforcements in the wall portion which has not been completed since it will be poured at a later date. Today, we verified the planter wall footing and wall reinforcements on the above specified locations for size, grade, count, spacing, lap, clearances and general overall placement. In our opinion, the reinforcements were placed in general accordance to the approved architectural plans. We also observed the placement of approximately 15 cubic yards of concrete mix number 4C43464 from Cadman (Plant No. 34). The concrete was placed using the concrete truck's chute and was mechanically consolidated. We performed temperature (73 deg F), slump (4-in) and air content (5.1 %) tests of the sampled concrete load with truck no. 440 and delivery ticket no. 1051596. We cast a set of five (5) 4x8 cylinders with concrete breaks scheduled on 7/6/20 and 7/27/20 with a hold cylinder. Refer to concrete report no. 19103CRO62920-NG for concrete details. It should be noted that the concrete placement was performed in a slow manner since two (2) of the planter wall areas specifically the northern and central planter wall areas were poured monolithically. To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications. Superintendent/Representative.(i Technician: Niccolo Guiao 4303 —198« Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States KRAZAN & ASSOCIATES, INC. 09619103DFR062920-NG Doug's Hyundai Page No. 2 Site photos are attached for reference. This field report is for information purposes Superintendent/Representative: I tTechnician: Niccolo Guiao Krazan & Associates, Inc. Offices Serving The Western United States Ewa ar�� GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 2, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. fV &SOCIATES. INC. Jeffrey S. M Project M r Pacific o we, t Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc _ Page 1 of 1 V#,,.rnaZa&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/30/2020 Field Report NO.: 09619103DFR6302020IV Set Count: CONTRACTOR: WILCOX PROJECT #: 09619103 PERMIT #: PROJECT: Douss Hyundai INSPECTOR: Itiaj Vahora LOCATION: Hwy 99 JURISDICTION: Edmonds KA P.M.: JSM WEATHER: Cloudy TEMP: 571 F On site per request for the followings: Metal deck roofing- Verified metal deck secured with HILTI X-HSN24 shear nails and delta crimping at 18" o.c. per approved engineering design. East and south side metal decks were inspected for completion of work. Structural welding- Contractor welded continuity plates at columns, gridlines G/3, G/4. Structural bolting- Contractor torqued bolts at gridline G/3 & G/5 per previous inspection report by Krazan. Reviewed By: I ASTM Test #: I I Asset Number(s): To the best of my knowled , the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: a 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 Kna7en & 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. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 7, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. Crey S Mercer Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 2 &" ja w.- QzanField &Associates, Inc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR762020JA DATE: 7/6/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: PROJECT: Dou 's H dai INSPECTOR: Joseph Aranas LOCATION: 22130 Hiway 99 JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 70 Adhesive Anchor Inspection: A Krazan & Associates, Inc. Arrive on site on time as requested for Adhesive Anchor Inspection. We meet with the contractor discuss the details of inspection, Contractor Use Hilti HIT-HY 200-R,Product No#145616 L2, Expiration Date: 01/2021, 1/2 diameter threaded anchor bolt & 4" Embedment depth, A total of 17 holes, Location of Adhesive Anchor Inspection Advisors 115 room. Before they put the Epoxy we verified the Cleanliness of the holes they use Air compressor & Brush. See structural note 9/S202, RFI#37 & per manufacturer Instruction for Epoxy. In our opinion, The Adhesive anchor was place in general accordance to the approved plan and specification. While On -site Contractor perform a base plate grout on Location Base plate grid line @ B.2/4.5, B.4/4.5, B/4 & B.5/4 using Dayton Superior non -shrink grout having a compressive strength of 10,000 PSI @ 28 days they use a paddle mixer to mix the grout they added potable water in the cement till its flowable. Note: We informed us by the Contractor that some of the base plate they already put grout and we didn't took a sample & as we look the Structural note detail there's no detail what's the compressive strength requirement for the grout break we just follow the specification of the grout cement. Site Photo's 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 Krarart & 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. The test results apply only to the specific locations, and items inspected or tested. Page 2 of 2 IaZan8tAssociates,InC. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR762020JA 1 Reviewed By: ASTM Test #: [Asset Number(s): To the best of my knowl ge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Sliperintendent/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 Kra sn & 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. The test results apply only to the specific locations, and items inspected or tested. 4KJ'aZa1. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _ "''�.a �'r .pie Z.. U PROJECT#: ' 1C1�_i i I. _ PROJECT: 0011, 3( —1 ��I �. 1 i77► r _ - LOCATION: �y c KRAZAN PROJECT MANAGER: FIELD REPORT 3772 CONTRACTOR: 1 LC0-4_ JURISDICTION: C i T-,l PERMIT #: Q 2 V 1 C`I - C> 1'Z%3 INSPECTOR: C9. -AAC 7 WEATHER: I- i2c/), tr} TEMP r r. ate.. '-� �j r 171 �►_.r, 1 ~% �t -ZNNI G--- 1 1' - v /'12 �. Equipment/Asset Number(s): To the best of my knowledge, the abovQAS / WAS N T performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representativer Techni�^^,A, This report indicates our Inspector's observation and testing results based on the tte cndilnnd contractor's 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. nffir_ac .Rprvina tha WpctPrn (/niter/ .Rtatpc �....KraZan & A_S_SOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 15, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. Creyy:� . Mercer r Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc _� K%�� yy�� C�.zm&Associates, Inc_. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection WELDING INSPECTION REPORT NO.: 09619103SSR071420-DB DATE: 7/14/2020 CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dougs Hyundai INSPECTOR: Dave Bale LOCATION: 22130 HWY 99 JURISDICTION: Edmonds KA P.M.: CM WEATHER: sunny TEMP: 68 ° STRUCTURAL STEEL FIELD ❑ SHOP WELDING VISUAL ❑ MATERIAL ID Item(s) Inspected: 1/8" fillet welds for attachment of new L11/2xl 1/2x1/8 to existing joist J3 & A 1 as per SK-2 Location: For RTU loads at roof Welder qualification / certification verified for: Position: ❑ FLAT ❑ VERTICAL ❑ OVERHEAD ❑ HORIZONTAL ❑ Filler Metal: Process: ❑ SMAW ❑ FCAW ❑ SAW ❑ GMAW ❑ Other: Weld Type: ❑ FILLET ❑ C.P. ❑ PLUG ❑ P.P. ❑ Other: Weld Size: ❑ 3/16a ❑ 1/4" ❑ 3/8" ❑ 5116" ❑ Other: 8-Jan Codes: ❑ AWS ❑ AISC ❑ ASME ❑ IBC ❑ Other: F71NOTES ❑ DISCREPANCIES 100 % COMPLETE elds visually acceptable per AWS D1.1 visual criteria. Also verified 3/4" diameter A325 bolts for connecting W 14 beam to lumns on grid C at 2rid floor to be snug tight with all plies in firm contact. To the best of my knowledge, the above WAS performed in accordan7-- proved 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 Slroctoral Steel Report Effective 05/08/2019 Theinformalion providedon thisreport is prepared forth, exclusive useofthe client. This reportrnay not be reproduced in any thriven withoutthewmlen permission of the clientandK—a&Associates.'1'hisrepon indiwtesour inspmtorsolservationand lestingresults bastdon snecondilionsand comsactora twities. This inf -lion is subject toreview prior to final submittal. Hysigningthissepmt,osrinspectordmsnotomptmspm.sibilityforvalidityof,,wlts. The sem,inf -lion has been provided byotf on cites'fn, test resulls apply only to the spaifie locations, and items inspatedm tested. Page 1 of 1 Kwan& Ass oci ate s, Inc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR714202ODB DATE: 7/14/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dougs Hyundai INSPECTOR: Davr Bale LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P.M.: CM WEATHER: -sunny TEMP: 68 On site for reinforcing steel inspection. Reinforcing steel placement for Plinth's at storefront and walls at canopy. Reinforcing steel placed as per details on 6/203 and 5/207. Also sampled grout placement for 8 - base plates at storefront, canopy, and Interior column footings. Grout supplied by Dayton Superior, mixed on site, and placed by bucket for F'c = 4500. Cast 3 — 2 x 4 cylinders for strength tests. Reviewed B ASTM Test #:::T Asset Numbers}: 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 Kra d 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. The test results apply only to the specific locations. and items inspected or tested. �� _�-L<XaZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 24, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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, TES, INC. Jeffrey S. Project Division JSMAkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 d "�11(=an &Associates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR7232020JLG DATE: 7/23/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dou 's Hyundai INSPECTOR: Jem L. Gelder LOCATION: 22130 Hwy 99 Edmonds JURISDICTION: City of Edmonds KA P.M.: WEATHER: Overcast TEMP: 65' F Arrived onsite per contractors request to observed the installation of (4) #5 rebar dowels for pedestals at 4 exterior steel columns. The holes were drilled and cleaned out. The dowels were installed with minimum required embedment of 6" embedment using Hilti HY20OR epoxy per Engineer of Record design dated 6/20/20. Per contractors requests observed the installation of cold formed steel framing at the underside of the exterior canopy and the shearwalls (hold downs not inspected) for the service reception area. The framing for both areas was installed per plans, specs and RFIs #48 and 49. III "A \, IN Reviewed B 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 exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Kra & Associate.. 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. The test results apply only to the specific locations, and items inspected or tested ti aZan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 28, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 Jeffrey S. Mercer j Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 w - K ZM&Associates, Inc. Field Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR7272020IV DATE: 7/27/2020 Set Count: CONTRACTOR: WILCOX PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Hyundai INSPECTOR: Itia' Vahora LOCATION: 22130 Hwy 99 JURISDICTION: City of Edmonds KA P.M.: JSM WEATHER: Sunny TEMP: 85' F On site per request for adhesive anchor installation inspection. Contractor drilled and cleaned holes prior to arrival to the job site. Verified hole cleanness and HILTI HY 200 epoxy expiration date prior to installing fully threaded anchors. Roof level bent plates (2), 5/8" dia. with 4" embedment into concrete wall Qty. 14 RFI#78- Canopy Structure holdown anchors, 7/8" dia. with 16" embedment into slab Qty. 5 Fla +.'�.}-�y'-' '--^� 9 J J i IN Reviewed Bv: 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 occlusive use of the client. This report may not 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 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. Z;!M7 ika= INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 3, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. �„. effrey S. Mercer Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc o Page 1 of 1 �Van&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR730202ODK DATE: 7/30/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: PROJECT: Hyundai INSPECTOR: Don Keller LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P.M.: WEATHER: TEMP: Inspected cold formed steel framing connections for parapet and parapet braces @C& 1-6 Upper Roof. Reference: RFI#63. Inspected the placement of hold downs @6-7&A.5-C. GSN, S 101. Revision 5 3/18/20. �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 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 fmal 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. The test results apply only to the specific locations, and items inspected or tested Page 1 of 1 �= Kan& Ass ociate s,Inc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR731202OGF-0 DATE: 7/31/2020 Set Count: 0 CONTRACTOR: Wilcox Construction, Inc. PROJECT #: 09619103 PERMIT #: BLD2019-1210 PROJECT: Doug's Hyundai Sales & Service INSPECTOR: Geoffrey Fisher LOCATION: 22130 Hwy 99, Edmonds JURISDICTION: Citv of Edmonds KA P.M.: Jeff Mercer WEATHER: Clear. No precip TEMP: 770 F As dispatched, I arrived on site and met with superintendant Bill Farrand, representing Wilcox Construction. I reviewed the plan set and RFI 4141. We then discussed the inspection activities which were required at this time. I then observed the hole cleaning and epoxy -injection process regarding the installation of the rebar dowels as detailed in RFI#141. In addition, although not required by the plans to do so, the contractor chose to install rebar dowels into the concrete stem wall located along gridline 1, between gridlines E.5 and H.4, as well as gridline H, between gridlines 1 and 2. The intended purpose of the rebar was to create additional support for the slab which will be installed in the future. All bars installed were 45 Grade 60 steel. Embed depths were inspected and determined to be compliant with the RFI. Based upon my observations, I determined that the installation of the epoxied rebar dowels was substantially compliant with the RFI and plan specifications regarding epoxy anchor requirements as shown in Section G of Sheet S001. Reviewed By: To the best of my know] regulatory requirements. ASTM Test #: Asset N 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 Kman & 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 dots not accept responsibility for validity of results. The same information has been provided by others on site. Page 1 of 1 &Associates, I nc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR7312020ECG-1 DATE: 7/31/2020 Set Count: 1 CONTRACTOR: Willcox PROJECT #: 09619103 PERMIT #: BLD1029-0120 PROJECT: Hyundai INSPECTOR: Eddie Canfield/Jerry Gelder LOCATION: 22130 Hwy 99 JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 70s '^ A Krazan representative arrived on the project site today to perform a reinforced concrete inspection. The steel column footings in the front of the site and a planter wall along highway 99 were inspected fr reinforcing conformances. We verified footing and planter wall reinforcements for size, grade, count, spacing, lap, clearances, and general overall placement. In our opinion, the footings and planter wall reinforcements were placed in general accordance to the approved structural plans. Today, we observed the placement of about five (5) cubic yards of concrete for the above mentioned planter wall and two of the round column footings. We verified delivery tickets and actual batched weights of loads. We preformed a temperature, air, and slump test on one (1) concrete sample. The concrete was placed using truck chute and was mechanically consolidated. We cast one (1) sets of five (5) 4x8 cylinders with breaks scheduled for 8/7/2020 and 8/28/2020 with one hold cylinder. Refer to concrete report 09619103CR7312020EC-1 for break and testing results. Site photos a1 Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowle ge, 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 Kmran & 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 foal 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. The test results apply only to the specific locations, and items inspected or tested A : "I aZal - & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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, (7AN & ASSOCIATES, INC. effrey S. Mercer �1 -Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc � Page 1 of 1 �aZ & A s s o c i a t e s, I n c. Geotechnical Engineering* Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR811202ODK DATE: 8/11/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: PROJECT: H dai INSPECTOR: Don Keller LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P.M.: WEATHER: TEMP: Arrived on site as scheduled for 2:30 concrete placement. Load arrived on site @3:45. Verified mix#P4C43464 4,000 psi concrete provided by Cadman. Observed the placement of (4.0) cubic yards of concrete for column pedestals @6-7&B.7-B.8. Load placed continuously and within 90 minutes of batch time. Concrete direct discharged into formwork and mechanically consolidated at time of placement. Cast 1 set of (5) 4x8 concrete specimens @ 4:00, mix 78, air 74, slump 4". Performed additional inspection on the placement of hold downs and anchor bolts for shearwalls @6-7&A.5-C. All hold downs in place and nuts for holdowns and anchor snuv, tight. the above WAS performed in accordance with the approved plans, specifications and 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. The tat results apply only to the specific locations, and items inspected or tested f(I"OLZall & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 24, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. /Ut—Je rey S. Mercer Project Manager Pacific Northwest Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc .. an & Associates, I nc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: Dq PROJ'IET: 1 �► J1��►1 L0CATION-7-11 M�� KRAZAN PROJECT MANAGER: FIELD REPORT 3870 CONTRACTOR: W 11. M,God s 'r JURISDICTION: C fi,,,;; l� ►� PERMIT #:1..a7 INSPECTOR: rr WEATHER: l TEMP.. �' L T1-A4. A TV-1 Gl' a %A t c C Z L L-1 • In a , Equipment/Asset Number(s): To the best of my knowledge, the abov AS WAS NOT performed in accordance with the roved plans,IV specifications, and regulatory requirements. Superintendent/Repre ntative: Techni a 157 This report indicates our inspector's observation and testing results based on the site condition and contractor's 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. OffirPc Sprvina the Wpctprn llnitPd Statac rrILZM rram�7 &Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 8/20/2020 PROJECT #: 9619103 PROJECT: ougs Hyundai LOCATION: 2 0 Hwy 9 KA P.M.: JS STRUCTURAL STEEL ❑✓ FIELD Item(s) Inspected: Beam to plate & angles WELDING INSPECTION REPORT NO.: 096191038SR082020-IV CONTRACTOR: WILCOX PERMIT #: LD2019-0120 INSPECTOR: Ttiaj Vahora JURISDICTION: City of Edmonds WEATHER: PCL MP: ❑ SHOP WELDING F;� VISUAL ❑ MATERIAL ID Steel Reinforcement at floor infill, south side level 1 Welder qualification / certification verified for: Position: FLAT Process: SMAW VERTICAL [Z] OVERHEAD F1 V_ HORIZONTAL Weld Type: 7 FILLET FCAW C.P. SAW PLUG GMAW P.P. Weld Size: 3/16" 1/4" 3/8" 5/16" Codes: ❑✓ AWS AISC D ASME Lj IBC NOTES ❑ DISCREPANCIES 7n site per request for post weld visual inspection. Verified welds for size and 1.1 section 6 requirements. on file Filler Metal: Other: Other: Other: Other: 100 % COMPLETE ation per details E11, RFI#79 and — gridlines 4 -6 at 13+ line. Three locations inspected upon completion of work. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: 1 Technician: ndtgeollillkt. Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 Structural Steel Report Effective 10?3/2017 Tbeu,f,nnafm, raynkdon thisnr—ispmparid tbeesclus use ofthe cGrtsl. This mpun may not tx�Wdtnd'ol a,yinanvialunithewriinntr ,asum ofd1e1i .d&arau&Ac iales.Thisreport indict—ins{unorsdmmalmm,d l�tingmultsbaseda,siteumdnuulsandmnvayoreaisitivs TLis inFomw`tion is subject I.—iew priimto fmalsulm,inal. Bysigningnlis mp n,o.n inspalrn ders not accept nsp+nsibiL'ty frr validity ofnsulls. 7hesamehmf nationhes tan, m vided by nlhers,ms& &ASS O CIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 14, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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 / v� Mercer 4Proqi.Manager Pacific Northwest Division JSM/Ikj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198`h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 Will, Offices Serving the Western United States 09619103 DFR.doc + Page 1 of 1 _==y i aZan&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR9102020DK DATE: 9/10/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Do 'sHyundai INSPECTOR: Don Keller LOCATION: 22130 HWY99 JURISDICTION: Edmonds KA P.M.: WEATHER: TEMP: Inspected the placement of ASTM A615b GR60 reinforcing steel for ADA Ramp wall s.o.g. and figs at South Entrance.A/C201.3. Work in progress to remove loose soils and debris from s.o.g./ftg area. I Reviewed By: 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 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 The test results apply only to the specific locations, and items inspected or tested & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 16, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. Respcatully submitted, ;IeS. & ASSOCIATES, INC. Co, Mercer nager rthwest Division ismaj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 QAnuftml(�an&Associates,InC. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFR9152020UM DATE: 9/15/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dougs Hyundai INSPECTOR: Ulyses Morales LOCATION: 22130 Highway 99, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jefferey Mercer WEATHER: Cloudy TEMP: 73 A Krazan and Associates, Inc. representative arrived on site to inspect the concrete placement of about 10.5 cubic yards for a sidewalk on east side of project site along highway 99, a footing at southeast corner of site, a stair landing, and part of a sidewalk on the north side of the site. Mix number PCL4000 was verified from Cadman. Temperature, air, and slump tests were performed and one set of cylinders were cast. The strength of the concrete was called out at 4500 psi at 28 days. The concrete was placed via the trucks chute and was manually consolidated. Refer to concrete report 09619103CR9152020JS for more details. Note: First truck was rejected due to low air content and being past 90 minutes, second truck passed testing. 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: �n �e Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (25 ) 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 cli(itt 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 been provided by others on site. The test results apply only to the speck locations, and items inspected or tested Page 1 of 2 n �._. mzamAssociates,lnc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR9152020JS DATE: 9/15/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Dougs Hyundai INSPECTOR: Jordan Seiler LOCATION: 22130 Highway 99, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 73 A Krazan & Associates, Inc. representative arrived on site to inspect the concrete placement of about 10.5 CY for a sidewalk on the east side of the project along highway 99, a footing on the south east corner of the project, and a stair landing and part of a sidewalk on the north side of the project. Mix number PCL4000 was verified from Cadman. The contractor allowed this mix to be used for the sidewalk and footing as long as the air content requirement was met. Temperature, air content, and slump test were performed and one set of cylinders were cast. Strength was called out at 4500 psi at 28 days. The concrete was placed by the trucks chute and it was mechanically consolidated. Refer to concrete report 09619103CR9152020JS for more details. Note: First truck was rejected due to low air content and the next truck arrived and past testing. 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 Kraren & Associates. This report indicates nor 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. The test results apply only to the specific locations, and items inspected or tested Page 2 of 2 JCOaZan & A s s o c i a t e s, I n c. Field Geotechnical Engineering • Environmental Engineering Report NO.: 09619103DFR9152020JS Construction Testing and Inspection 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 Krazan & Associates. This report indicates our inspectors observation and testing rmults 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. The test results apply only to the specific locations, and items inspected or tested. & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 21, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. y Je ercer Proje anager Pacific' Northwest Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198t1i Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 -- aZan & A s s o c i a t e s, I n c. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR917202OWB DATE: 9/17/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019 0120 PROJECT: Hyundai INSPECTOR: William Bui LOCATION: 22130 Hwy 99 JURISDICTION: Edmonds KA P•M•: WEATHER: Smoke TEMP: 65 Krazan representative arrived on site for observation and testing samplings. Contractor poured about 11 cyds mix PCL4000 at sidewalk and curbs. 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 09619103CR9172020-WB ASTM Test #: To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Technician: err—` I Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 The information provided on" 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 OF .. ---- �� &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 7, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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, WZAN & ASSOCIATES, INC. ti Jeffre+ Mercer Projec Manager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 2 - ,men d2 or J'CraZan & A s s o c i a t e s, I n C. Field Geotechnical Engineering . Environmental Engineering Report NO.: 09619103DFRIO22020JS Construction Testing and Inspection DATE: 10/2/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Douses Hyundai INSPECTOR: Jordan Seiler LOCATION: 22130 Highway 99, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 70' F A Krazan & Associates, Inc. representative arrived on site to inspect the concrete placement of about 11 CY for a sidewalk on the north side on the building and curb and gutters along highway 99 on the east side of the project. Mix number PCL4000 was verified from Cadman. Temperature, air content, and slump test were performed and one set of cylinders were cast. Strength was called out at 4000 psi at 28 days. The concrete was placed by the trucks chute and it was mechanically consolidated. Refer to concrete report 09619103CR1022020JS for more details. Discrepancies: Concrete was placed after the 90 minute limit. Contractor was notified and still poured. 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. The test results apply only to the specific locations, and items inspected or tested Page 2 of 2 ��J(j — A'Van& Ass ociate s,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR1022020JS Reviewed By: ASTM Test #: I I Asset Numbers To the best of my knowl regulatory requirements. ge, the 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 Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. Ibis information is subject to review prior to final submittal. By signing this report, ourinspector does not accept responsibility for validity of results. The same information bas been provided by others on site. The test results apply only to the specific locations, and items inspected or tested Page 1 of 1 ar ,.. .= --ml<fUZan Inc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection Field Report NO.: 09619103DFR103202OBWG-1 DATE: 10/3/2020 Set Count: 1 CONTRACTOR: Wilcox Construction PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Doug's Hyundai INSPECTOR: Brandon Watkins/Niccolo Guiao LOCATION: 22130 Highway 99 JURISDICTION: City of Edmonds KA P.M.: Jeffrey Mercer WEATHER: Fog TEMP: 54' F Reinforced Steel/Concrete Inspection A Krazan representative arrived on site for structural reinforcing steel inspection for the driveway approach type IV standard detail C2.10-3/TR-544. The structural reinforcing steel was installed per plans and specs, with proper clearance from ground. Trash and debris were removed prior to concrete pour. A Krazan representative visited the project site today to observe the concrete placement of about 10 c.y. of concrete driveway approach type IV. Delivery ticket (Cadman Mix #PCL4000) and an actual batched weight of the delivery load were verified. A temperature test, slump test, & air test were performed on one (1) concrete sample. The concrete subcontractor placed the concrete using a truck chute, was mechanically consolidated. One (1) set of five (5) 4x8 cylinders were cast with concrete breaks scheduled on 10/10/20, & 10/31/20, with a hold cylinder. Refer to concrete report #09619103CR1032020-BW-1 for break results. Reviewed To the best of my knowl regulatory requirements. ASTM Test #: Asset Numbers s): , 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 Itmran & 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. The test results apply only to the specific locations, and items inspected or tested Page 1 of 1 �s & A s s o c i a t e s, I n c. Field Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFRIO5202OBW-1 DATE: 10/5/2020 Set Count: 1 CONTRACTOR: Wilcox Construction PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Doug's Hyundai INSPECTOR: Brandon Watkins LOCATION: 22130 Highway 99 JURISDICTION: City of Edmonds KA P.M.: Jeffrey Mercer _ WEATHER: Fog TEMP: 54' F Krazan representative was en route to construction site and was notified of job cancellation. Contractor to contact office. Job is to be rescheduled at a later time by contractor. 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 Kra7an & 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. The test results apply only to the specific locations, and items inspected or tested 'aZall& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 8, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: CONSTRUCTION TESTING AND INSPECTION Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, KA No. 096-19103 Permit: BLD2019-0120 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. submitted, TES, INC. Jeffrey S. A'Ie, r Project JaPacific N est Division JSM/lkj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 DFR.doc Page 1 of 1 wV &Associates,InC. Field Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection Report NO.: 09619103DFRIO62020AH DATE: 10/6/2020 Set Count: CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Doue's Hyundai - Sales and Service INSPECTOR: AB Hashim LOCATION: 22130 Hwy 99, Edmonds JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 58' F A Krazan representative visited the project site today to observe the placement of about 10.5 c.y. of concrete for a Sidewalk section along Hwy99 and Curb and gutter along 76th Ave. Delivery tickets (Cadman Mix #PCL3000) were verified. A temperature test (70 degrees Fahrenheit), a slump test (4 %2 inches) and an air test (5.1 %) were performed on one concrete sample. The concrete subcontractor placed the concrete directly from the chute and was manually consolidated. One set of five (5) 4x8 cylinders were cast with concrete breaks on 10/13/2020 and 11/3/2020 with a hold cylinder. Refer concrete report #09619103CR1062020AH-1 for break results. 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 Kraan & 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 other on site. Azza 4� a _ & ASSOCIATES. INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 29, 2020 Mr. Doug Ikegami (Mail) DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 KA No. 096-19103 RE: NON -CONFORMING CONSTRUCTION TESTING AND INSPECTION REPORT Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, 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 on the dates indicated below. The following non -conforming report is attached: 0 Field Report If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, I(RAZAN & ASSOCIATES, INC. f '-Te'&ey Mercer Project anager Pacific Northwest Division JSM/]kj CC: CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 1981 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 NONCONFORMING DFR.doc 1%,F--.K,r0JZal&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 6/26/2020 PROJECT M 09619103 PROJECT: Service Center Hyundai LOCATION: 22130 Hwy 99 KA P.M.: JSM PROPRIETARY ANCHOR & BOLTING INSPECTION REPORT NO.: 09619103HSBO62620-IV CONTRACTOR: WILCOX PERMIT #: BLD2019-0120 INSPECTOR: Itia' Vahora JURISDICTION: City of Edmonds WEATHER: Sunny TEMP: 63 ° ❑✓ HIGH STRENGTH BOLTS Q✓ A325 ❑ A490 ❑ A Skidmore test was not performed. ❑ A high strength bolt inspection was not performed. ANCHORS ❑✓ NOTES ❑ DISCREPANCIES ❑ The bolts DID NOT meet the required: 0 % COMPLETE Kips n site per request for structural bolting inspection of frames A— J. Bolting connection missing washer required for A325 )Itassembly. Contractor was informed to replace with new A325 bolt assembly. Manufacturer requirement and igineering approval was suggested prior to leaving the job site. Contractor was informed to request inspection of marking E bolt position after snug tight and prior to torque application for turn -of -the -nut method. To the best of my knowledge, the abo WAS NOT rformed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: _ _ . Technician: I-z • O ` Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 Bolting Inspection Report Effective 10/312017 This repeat may not be reproduced in any format without the written permission ofthe dieat and Qra au & Associates. The information provided ao Ws report is prepared for the euiwive use ofthe client. This report indi®lea our insp dors observation and testing rcvnits based m site conditions and contractor activities. This information is subject to review Wi. to fi al submittal. By sig i g this report, am inspector does not accept responsibility for validity ofreeults. ne same in(brmalion has hem provided by others on site. "�l1 ASS0_CIAT_E_S�_INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2020 REr.Z7VE0 KA No. 096-19103 Permit: BLD2019-0120 JUL 0 8 2020 Mr. Doug Ikegami (Mail) ENGINEERING DIVISION DOUG'S HYUNDAI 22130 Hwy 99 Edmonds, WA 98026 RE: COMPRESSIVE STRENGTH TEST RESULTS Doug's Hyundai — Sales & Service 22130 Hwy 99 Edmonds, Washington Dear Mr. Ikegami, 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. KRA,ZAN& A,' iOOATES, INC. ,•• f oe Project MaPacific l�ioivision JSM/tkj CC. CITY OF EDMONDS 3RK ARCHITECTURE ARW ENGINEERS WILCOX CONSTRUCTION (E-MAIL) 4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09619103 BRKdo .FC. _ &Associates Inc. Geotechnical Engineering n Environmental Engineering Construction Testing and Inspection DATE: 5/22/2020 PROJECT #: 09619103 PROJECT: Doug's Hyundai _ LOCATION: 22130 Hwy 99 KA P.M.: — — CONCRETE REPORT NO.: 09619103CRO52220-DK CONTRACTOR: Wilcox_ PERMIT #: INSPECTOR: Don Keller JURISDICTION: Edmonds WEATHER: overcast Field Data Concrete: F P4C43464 Other: l Supplier. Cadman Plant No. 32 Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight 2:15L 58 1037635 5.0 5 64 ' 56 °T Placement Area Location: spread ftg. @7&C Remarks: Please Refer To Field Repel Number - Laboratory Data Inspector: Don Keller TEMP: 56 ° Reported Batch Cement Type Design MIX No. Cent Lea. F. Ash Ihs. C Agg, Lto C: Agg. Lhs C. Agg. IAS Sand Ibs wafer Admodum Wra Admuture Aomlxt�rx Air Ent. aea tortCVVt,� Water Added On Job (Gals.) DATA Actual_ 5650 940 — 17200 3200 14000 325.2 276.0 38.0 Site 10 Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Design Strength: 4000.@ 28 days Date Specimens Rec'd: Agg Dia. 7 4.00 wt. Area # 12.57 — Max Load 62270 Comp. Strength 4950 Cyl. Code 70517-1 Test Date 5/29/20 Field — Cure 70517-2 6/19/20 28 4.00 12.57 -- 80070 6370 70517-3 6/19120 28 4.00 12.57 — 77950 6200 70517A 6/19/20 28 4.00 12.57 — 78420 6240 70517-5 6/19/20 28 4.00 12.57 - 77780 6190 Remarks: Set Tested Brk # By Typ 1 NG 2 1 BAW 2 1 BAW 2 1 BAW 2 1 BAW 2 Codes for Break Types: .� � �� 1L 1 2 3 L 4-1 5 Offices Serving The Western United States Concrele Report ASTM C39 ASTM C109 ASTM C617 ASTM C 1231 ASTM C1019 OTHER 5 Test Results Conforming Effective 05108a19 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 e Tacoma (253) 939-2500 The hdarnvllpi pwiaeJ m ft:ryW 11 prtpind rer Lt a:mW m,l hr tlkrd end mry nut he tepMUmd In erty rame eeh [he MTlkn penbWn el eN dp .. eel K e 16 Aewdelle Th raped Wcat c wr h pub.%d.-W1.n and teidg —ft b.eed ceh m d *Og rM wdnclw edl kls TFAe Inkmlphw bw�led la reflex plarblhlN wdnlRal ey egeip pdx repel—inapW.dpwrplwoggt pKo hWityfwr dNyal ila The®rcal,rp°Wimh wnpwAdedlydh—MJ Th.tWU ftapp*.Ym roWdro Wmllo Mtixn.&.o Imn I rpepy n Ileleo IMFA4i I(AaZ &Associate s,Inc. Geotechnical Engineering - Environmental Engineering Construction Testing and Inspection CONCRETE REPORT NO.: 09619103CR061220JA -1 DATE: 6/12/2020 CONTRACTOR: Wilcox PROJECT #: 09619103 PERMIT #: BLD2019-0120 PROJECT: Doug's Hyundai INSPECTOR: Joseph Arenas LOCATION: 22130 Hi-waZ 99 JURISDICTION: City of Edmonds KA P.M.: Jeff Mercer WEATHER: Cioudv` TEMP: 55 ° Field Data _ Concrete: P3C58414 Other: Supplier: CADMAN Plant No. 34 Site MIX. Slump Mix Air Unit Time Truck # Ticket# %Air Inch Temp (F) Temp IF) Welghl 7:08_ 445 1044872 1 6 1 69 ° 55 Placement Area Location: 1 Slab on grade grid line @ 7-6/A.8-C Remarks: Place in a pump and Boom.Mechanically Consolidated. Please Refer To Field Repaf Number Laboratory Data Cyl- Test Field Code Date Cure 70815-1 6/19/20 70815-2 7/10/20 70815-3 7/10/20 708154 7/10120 70815-5 Remarks Inspector : Joseph Aranas Design Strength: 3000 @ 28 days j wt. Max Comp. e Dia. Area # Load Strengtt 4.00 12.57 -- 41670 3320 Reported Batch DATA Cement Type PLCD2L109 Des] n Actual MIXNo- P3C58414 133C58414 cem it.,- _ 400 401 F. Ash lna. 70 69 C Agg LGs #571590 1580 C. Agg. Us #8 281 280 C Agg Ohs Sand fbs 1414 1498 water 270 253 Adrr)Nh e Adaliklurq AdmNivra Air Ent. (Oz7 aw1.) Water Added On Job Site (Gals.) Field Test ASTM Method C172 C143 C138 C1064 C231 C31 Other Date Specimens Rec'd: 1 w-611612020 Set # Tested I Brk Typ Test Metho ASTM C39 ASTM C109 ASTM C617 ASTM C 1231 ASTM C1019 OTHER 1 BAW 2 1 1 1 1 Codes for Break Types: 11 I Li{ n I — I I I Ll i 1 1 2 3 L4J 5 Offices Serving The Western United States Cancrale Reporl 6 Test Results Effediva 0&OW019 Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 TM In(oreMlpn in:nlal o+M a iepr: ib qe{anW lathe aativv�M1 Iran o' iha clmN, ann mx/ nd Ae rgrrMranl In vey Irvm+'. nrMA the nHha i ravrru�y;�n of Itw tMaP aiM fvnnn N:.nvodnlee 'lit, rcrywl IMMalae c:nnn{rad�v Y.aerveGai mN ra��ur(1 rpsuRp tgxezf on aM1e A.tTCAims vntl coMrectur ac1ia74ea TMsinfnrnarirmteunJeG is terRw lxh'A IO INral e.11ari1151 tlY=•Wnud Nu;epxl,vu•irei,xCerOgr nd ecceptrW°fW ky fry •nNGIyMRxuM ttT Aarc.nfor�fvlxn l•.p twee w°AOatl bV r2nere or. sAn The leAl rewAa efpry rx�y In arespeaNc kr+Awra, orb Aeme invpedatl a ksled K- &Associates. Inc. Geotechnical Engineering a Environmental Engineering Construction Testing and Inspection DATE: 6/12/2020 PROJECT* 09619103 PROJECT: Dou 's Hyundai LOCATION: 22130 Hi-wav 99 KA P.M.: Jeff Mercer CONCRETE REPORT NO.: 09619103CR061220-1A -2 CONTRACTOR: Wilcox PERMIT #: BLD2019-0120 INSPECTOR: Joseph Aranas _ JURISDICTION: City of Edmonds _ WEATHER: Cloudy TEMP: 55 ° Field Data Concrete: P4C43464 Other. Supplier: CADMAN Plant No. 34 Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp IF) Temp(F) Weight 9:34 t 368 1044989 4.81 6 65 ° 55 ° Placement Area Location: Spread Footings grid line @ 2.5/B.5-C.8, 3.8/B, B.5, B.7, 4.5/B.2, B.5, B.7, 6/B, B.5, B.7. Remarks: Place in a pump and Boom & buggy.Mechanically Consolidated. Admixture:POZZ 80,AEA 90 Please Refer To Field itepol Number: Laboratory Data Inspector.L Joseph Aranas j Design Strength:L 4500 Q,0 28 days Cyl. Code Test Date Field Cure Age Dia. Area Wt. # Wa-x--7 Load Comp. Strengtt 70814-1 6/19/201 7 4.00 12.57 — 48770J 3880 70814-2 7/10/20 28 70814-3 7/10/20 28 70814A 7/10/20 28 Concrete Report Reported Batch DATA Cement Type I PLCD2L109 Des[ n Actual Mix No. P4C43464 P4C43464 Cam Lbs. 515 511 F. Ash lbs. 85 78 C. A99. Lbs #57 1569 1582 C. AW. I.ba #8 283 282 C. Agg. Us Send Ihs 1212 1278 wens, 260 239 Admoduee 25oz 25oz Air Ent. 3oz 3oz ( Oz 1 cw1.1 Water Added On Job Site (Gals.) 20 Field Test ASTM Method C172 C143 7 C138 C1084 C231 C31 7 Other Date Specimens Rec'd: 1 6116/2020 Set # Tested By Brk Typ Test Metho ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER 2 BAW 2 2 2 2 2 Remarks: Results Reviewed By: Date: ,z".2, L, D 1--j :71 j?. V E Codes for Break Types: 1 2 3 4 5 s Offices Serving The Western United States Test Results Effective 051OW019 Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 T.ne YlbrrraAon {r°i:da1 m Nb regal b w.p>rf M rM eaW We us+or Ne aierX. erq rrmY rwl La »ralu°u11n vry fomulvMlnN ll:e vrtp:an f�°n4eii o1 M tIYN en0 Wean d geeoc�a. Taa rspOn mtllcalee wr hppeGKa oMervellan Mtl IeaYp rmrYb Weed m Cb cmfflkre wM cakedaelNtl� iNe�elmnelbnandjeclNraNew pbrbnneleeprn2al 9Y elenlnp ado report awinggala tlen rvx segArxpmpaey favellGtfer reeuh TM eemelnbmarun Me seen poid°d byalMroaeeife nb lap �wub apply artymme epe[flo buNmq eTd Arne Ivpedep v Ceded