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�"ZJV7 CONCRETE <br /> GILD &A S S O C I ate S, In C. REPORT NO.: 09623350CR101823-MP <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 10/18/2023 CONTRACTOR: ESI <br /> PROJECT#: 09623350 PERMIT#: <br /> PROJECT: Walmart 3053 INSPECTOR: Madhab Paudel <br /> LOCATION: 1605 SE Everett Mall Way JURISDICTION: City of Everett <br /> KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 52° <br /> Field Data Reported Batch DATA <br /> Concrete: x Other: Cement Type I/II <br /> Supplier: Smokey Point Plant No. 603R Site Mix: Design Actual <br /> Slump Mix Air Unit Mix No. 0240P 0240P <br /> Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 564 561 <br /> 6:00 9181 1 318483 5 64° 52° F.Ash lbs. <br /> C.Agg.Los 1934 1921.5 <br /> C.Agg.Los <br /> C.Agg.Los <br /> Placement Area sand Ihs 1450 1442.8 <br /> Location: Insulated Concrete Slab @ Freezer Area Water 224.9 190.7 <br /> Admixture 40 oz 40 oz <br /> Admixture <br /> Admixture <br /> Air Ent. <br /> Oz/c A.) <br /> Water Added On Job Site <br /> Remarks: Admixture:WRA; (Gals.) <br /> Field Test <br /> ASTM Method <br /> Please Refer To Field Repot Number: 09623350DFR10182023MPS C172 NC143 C138 <br /> C1064 C231 <br /> Inspector: Madhab Paudel C31 Other <br /> Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: <br /> Cyl. Test Field wt. Max Comp. Set Tested Brk Test Method <br /> Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 <br /> 10/25/23 7 4.00 12.57 1 ASTM C109 <br /> 11/15/23 28 4.00 12.57 1 ASTM C617 <br /> 11/15/23 1 28 4.00 12.57 1 1 ASTM C1231 <br /> 11/15/23 28 4.00 12.57 1 ASTM C1019 <br /> H 4.00 12.57 1 OTHER <br /> Test Results <br /> Remarks: Non-Conforming <br /> Results Reviewed By: Date: <br /> Codes for Break Types: `J <br /> 1 2 3 4 5 6 <br /> Offices Serving The Western United States <br /> Concrete Report Effective 10/4/2023 <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 <br /> The information provided on this report is preparedfor the exclusive use of the client,and may not be reproduced In any formal without the wditen pemission of the client and HrazanBAssociates.This report Indicates our inspector's observation antl testing results based on site <br /> contlltions antl conr.urr activities TM1ls information is subject to review prior tofinal submittal.Bysigningthlsreporl,our inspectortices not accept responsibility for validlryof results.The sameinformation has been prwitled by others on site. <br />