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CONCRETE <br />L(./Ja 1& A S S o C I a t e S Inc REPORT NO.: 09621305CROS0322JM -4 <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 6/3/2022 CONTRACTOR: Shelter Holdings <br />PROJECT#:09621305 PERMIT#: B2003-013 <br />front Bidg A IN <br />PROJECT: RiverSPECTOR: Josh Mirabella <br />LOCATION: 3910 Riverfront Blvd JURISDICTION: City of Seattle <br />KA P.M.: Jeff Mercer WEATHER: rainy TEMP: 66 ° <br />Field Data <br />Concrete: yes ) Other: <br />Supplier. Cadman Plant No. 34 site Mix: no <br />Slump Mix Air Unit <br />Time Truck If Ticket# %Air Inch Temo(F) Temn IM Welnht <br />Location: <br />24 line, <br />Area <br />Remarks: Jeff Dewey wrote DFR for this inspection <br />Please Refer To Flew Repot Number: 09621305DFR632022JD <br />Inspector :L Josh Mirabella <br />Reported Batch DATA <br />Cement Type 2L <br />Des! In Actual <br />M�a No. P3D404zs <br />cam. Lbs, ViSMIPLCI 550 <br />F. A.h m.. Fly Ash 107 <br />C. A99. Lb. #57 1606 <br />C. Agg. lbs #8 311 <br />C. AN Lbs <br />6.ed IM Sand 1227 <br />W.W <br />Admbdure POZZ 80 6 <br />Admmure Glen 750D 23 <br />Mrell,rumj NC AC &MI 32 <br />Air Enl. <br />(0z1' ) <br />Water Added On Job Site <br />(Gels.) <br />ASTM Method <br />C 172 <br />C143 C138 <br />C1064 C231 <br />C31 N Other <br />Laboratory Data Design Strength: 5000 r@ 28 days Date Specimens Rec'd: 6/6/2022 <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 />78592-1 <br />6110/22 <br />7 <br />4.00 <br />12.57 <br />69870 <br />5560 <br />4 <br />DL <br />3 <br />ASTM C109 <br />78592-2 <br />711/22 <br />28 <br />4.00 <br />12.57 <br />96340 <br />7660 <br />4 <br />DL <br />2 <br />ASTM C617 <br />78592-3 <br />7/1/22 <br />26 <br />4.00 <br />12.57 <br />95780 <br />7620 <br />4 <br />DL <br />2 <br />ASTM C1231 <br />78592-4 <br />7/1/22 <br />28 <br />4.00 <br />12.57 <br />94910 <br />7550 <br />4 <br />DL <br />2 <br />ASTM C1019 <br />78592-5 <br />7!1/22 <br />28 <br />4.00 <br />12.57 <br />95520 <br />7600 <br />4 <br />DL <br />2 <br />OTHER <br />78592-6 <br />616/22 <br />X <br />3 <br />4.00 <br />12.57 <br />43740 <br />3480 <br />4 <br />TK <br />2 <br />78592-7 <br />6/6/22 <br />X <br />3 <br />4.00 <br />12.57 <br />44780 <br />3560 <br />4 <br />TK <br />2 <br />78592-8 <br />616122 <br />X <br />3 <br />4.00 <br />12.57 <br />44220 <br />3520 <br />1 4 <br />1 TK <br />1 2 <br />1 Test Results <br />Remarks: <br />Results Reviewed By: <br />L Date: <br />1-2 <br />Conforming <br />Codes for Break Types <br />2 I <br />Offices Serving The Western United States <br />Concrete Report UWIV. 12/1512020 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />lM F'wrr{yipo, °[rygt4'�Ae{ey,W WIM u��.n're uraU[e[:x.'l, ixA ru/,e(Mn{vo}rrdMe>/Le^,e.Y N'nl lrewY pttr3mdI6en.1 °mil Wus+6P['NY.ts. T'l rill- vAM"ry�vr:Qe Mre]ms/ertN,av <br />pi]eu}efu tie'xa IN p>'eokrtk „1;+t11a,eMrcrA�WeJ [:M3k, 6/Yp'�)L>'a rt%A to hf{xYfdw eIX s�u{le `I{bee3Y/M,nu"� Mbfrn NeeaaX.>i Laa{4en{mSkA Ly mY,[[n eH <br />