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MivCLzml&Associates,Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 12/1/2023 _ <br />PROJECT #: 09623145 _ <br />PROJECT: Seattle Bethany Church <br />LOCATION: 6900 Wetmore Ave, Seattle <br />KA P.M.: Jeff Mercer <br />CONCRETE <br />REPORT NO.: 09623145CR120123.DH <br />CONTRACTOR: Spit <br />PERMIT #: <br />INSPECTOR: David Hanson <br />JURISDICTION: City Of Everett <br />WEATHER: Rainy TEMP: 38 ° <br />Field Data <br />Concrete: 60410L Other: <br />Supplier: Standwood Read -Mix Plant No. Site Mix: <br />Slump Mix Air Unit <br />Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight <br />7:06am 1 100 1 221245 1 7 114 1 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: 09623146DFR120123DH-1 <br />Inspector: I David Hanson j <br />Reported <br />Cement <br />Mix No. <br />Cem. 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 / cxt. ) <br />Water <br />Batch <br />Type <br />Design <br />DATA <br />I/II <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 28 da s Date Specimens Rec'd: 12/4/2023 <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 />12/8/23 <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 />4.00 <br />12.57 <br />-- <br />54890 <br />4370 <br />1 <br />TK <br />2 <br />ASTM C617 <br />85067-3 <br />12/29/23 <br />28 <br />4.00 <br />12.57 <br />-- <br />55380 <br />4410 <br />1 <br />TK <br />2 <br />ASTM C1231 <br />✓ <br />85067-4 <br />12/29/23 <br />28 <br />4.00 <br />12.57 <br />-- <br />54210 <br />4310 <br />1 <br />TK <br />2 <br />ASTM C1019 <br />85067-5 <br />1/26124 <br />56 <br />1 <br />OTHER <br />85067-6 <br />H <br />1 <br />Test Results <br />Remarks: <br />Results Reviewed By: I Date: 1 'Z <br />Codes for Break Types:i <br />t._.. L <br />1 2 3 4 5 6 <br />Offices Serving The Western United States <br />Concrete Report Effective I V1212023 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />the imormabon provitletl «� Na report is preparetl ro.N<exclusive ase a the client em may trot b. reprotlacetl in any rormat wanart the wrinen peimismn of me nti<m ana xreean a nzs«iete:. This.ei>at inalcmes om msp.tlor a obsenetron ana tesnrre rewne baaetl on site <br />wntlNms arM cenlretlor atlivi0es. This inrormetbn is subject ro review Wior ro final submlhal. By mg.in9 Nia report. our inspotlor Ems not accept responsibility for wlidity of rewlts. The same information hu been provitl by where on site. <br />