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Kruzm&Ass ciates,inc. _ <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />CONCRETE <br />REPORT NO.: noA231 a5cR I gn 194_nw <br />DATE: 12/1/2023 CONTRACTOR: Spit <br />PROJECT #: 09623145 PERMIT #: <br />PROJECT: Seattle Bethany Church INSPECTOR: David Hanson <br />LOCATION: 6900 Wetmore Ave, Seattle JURISDICTION: City Of Everett <br />KA P.M.: Jeff Mercer WEATHER: Rainv TEMP: 38 ° <br />Field Data <br />Concrete: 60410E Other: <br />supplier: Standwood Ready -Mix Plant No.� 1 site Mix: <br />Slump Mix Air Unit <br />Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight <br />7:06am 100 221245 7 1/4 61 ° <br />Placement Area <br />Location: 7/B-E, 8/13-E, 9/B-E <br />Remarks: No information on Designed Batch Weight and Contractor was <br />unable to provide as well. <br />Please Refer To Field Repot Number: 09623145DFR120123DH-1 <br />Inspector : David Hanson <br />Reported Batch DATA <br />Cement Type I/II <br />Mix No. <br />Cam. Lbs. <br />F. Ash lbs. <br />C Agg. Lbs <br />C. Agg. Lbs <br />C.Agg. Lbs <br />Sand Ibs <br />Water <br />Admixture <br />Admixture <br />Admixture <br />Air Ent. <br />(oz/cwt.) <br />Water <br />Design <br />Actual <br />60410L <br />60410L <br />6210 <br />517.5 <br />14890 <br />1228.43 <br />330.00 <br />26.13 <br />23090 <br />1822.76 <br />265.00 <br />137.26 <br />505 <br />42.08 <br />202 <br />16.83 <br />208 <br />17.33 <br />Added On Job <br />(Gals.) <br />Site <br />10 <br />Field Test <br />ASTM Method <br />C172 <br />C143 <br />C138 <br />C1064 <br />C231 <br />C31 <br />Other <br />Laboratory Data Design Strength:_ 4000 L 28 days I Date Specimens Rec'd: I 12/412023 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />Age <br />Dia. <br />Area <br />Wt. <br /># <br />Max <br />Load <br />Comp. <br />Strength <br />Set <br /># <br />Tested <br />By <br />Brk <br />Typ <br />Test Method <br />ASTM C39 ✓ <br />85067-1 <br />12/8123 <br />7 <br />4.00 <br />12.57 <br />-- <br />34600 <br />2750 <br />1 <br />RCD <br />2 <br />ASTM C109 <br />85067-2 <br />12/29/23 <br />28 <br />1 <br />ASTM C617 <br />85067-3 <br />12/29/23 <br />28 <br />1 <br />ASTM C1231 <br />7 <br />85067-4 <br />12/29/23 <br />28 <br />1 <br />ASTM C1019 <br />85067-5 <br />1/26/24 <br />56 <br />1 <br />OTHER <br />Test Results <br />Remarks: <br />Results Reviewed By: A I Date: I')- li Z� <br />I.._. , �. <br />Codes for Break Types: f I I <br />1 2, . 3 .: 4 5e , i i.._6 <br />Offices Serving The Western United States <br />Concrete Report Effective 1111212023 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Thebslomutlonprovided on Mlc repot is prepared for Me seclusive usadlM1a client, antl may not be raproduotd in any formal wAhoN the wrMen permisaon ollhe nienl antl KreaenBAssoNates Thia report lntliwres our inspector's observation ena testing results basetl an site <br />conditions and contractor activhies. This i—alion is subµ t to rev prior to final s,b,fti. By signing this repod, our nspector does net acxpt responelbllity ter validity of results. Th. same information M1as been pro &d by others on sAe. <br />