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_ CONCRETE <br />GLL 1 &Associates Inc REPORT NO.: 0962130SCRO60322JM -2 <br />Geolechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 6/3/2022 CONTRACTOR: Shelter Holdings <br />PROJECT#:09621305 PERMITM B2003-013 <br />PROJECT: Riverfront Bldg A INSPECTOR: Josh Mirabella <br />LOCATION: 3910 Riverfront Blvd JURISDICTION: City of Seattle <br />KA P.M.: Jeff Mercer WEATHER: rainy TEMP: 66 ° <br />Concrete: yes <br />Supplier: Cadman <br />Location: <br />Ticket # <br />Other: <br />Plant No. 34 Site Mix: no <br />Slump Mix Air Unit <br />riacement A <br />nd level. Report <br />Remarks: Jeff Dewey wrote DFR for this inspection <br />Please Refer To Field Repot Number: 09621306DFR632022JD <br />Inspector : Josh Mirabella <br />Reported Batch DATA <br />Cement Type 2L <br />Design Actual <br />h%No. P3D40426 <br />Cara. Les. vissai PLC 546 <br />F. Alit lbs. FI Ash 106 <br />C, A9g. Lbs #57 1610 <br />C. AW.Lbs #8 296 <br />C. Aeg Lbs <br />I Sand 1 1238 1 <br />Air Ent <br />Water Added On Job Site <br />(Gals.) <br />ASTM Method <br />C172 <br />C1 <br />N <br />C3 <br />C1064 <br />G231 <br />C31 <br />Other <br />Laboratory Data <br />Design Strength: <br />5000 @ 28 days <br />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 />78590-1 <br />6110/22 <br />7 <br />4.00 <br />12.57 <br />66810 <br />5320 <br />2 <br />DL <br />2 <br />ASTM C109 <br />78590-2 <br />711/22 <br />28 <br />4.00 <br />12.57 <br />86840 <br />6910 <br />2 <br />DL <br />2 <br />ASTM C617 <br />78590-3 <br />7/1/22 <br />28 <br />4.00 <br />12.57 <br />87010 <br />6920 <br />2 <br />DL <br />2 <br />ASTM C1231 <br />78590A <br />7/1/22 <br />28 <br />4.00 <br />12.67 <br />85960 <br />6840 <br />2 <br />DL <br />2 <br />ASTM C1019 <br />78590-5 <br />711/22 <br />28 <br />4.00 <br />12.57 <br />86270 <br />6860 <br />2 <br />DL <br />2 <br />OTHER <br />78690.6 <br />6/6122 <br />X <br />3 <br />4.00 <br />12.57 <br />49260 <br />3920 <br />2 <br />TK <br />2 <br />78590.7 <br />616/22 <br />X <br />3 <br />4.00 <br />12.57 <br />50790 <br />4040 <br />2 <br />TK <br />2 <br />78590-8 <br />6/6122 <br />X <br />3 <br />4.00 <br />12.57 <br />50350 <br />4010 <br />2 <br />TK <br />2 <br />Test Results_ <br />Remarks: <br />Results Reviewed By: <br />1p� <br />Date: <br />7 yz_ <br />Conforming <br />Codes for Break <br />Types: <br />1XV11 <br />1 <br />If( <br />2 ]] <br />3 <br />4 <br />_ <br />5 <br />6} <br />craxmda Report <br />Offices Serving The Western United States <br />Etfedhe iP/tY2010 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 a Tacoma (253) 939-2500 <br />1Mt/an�p�pvf1tlm41srtpIM1P.P*b F^eat¢'uswugdtivdxl.NmryMG�ptMxWl�nfa�MbAOewYu {pnfWntlPs6tlPop1ta40P Wet iMnprlhfr�et(yeY¢rtld.[Wvb4MlW:yx444 WUEm VemWtrs <br />.rdmM'1X VN.iis. Ti°t..andYn�b WJ,i=bee.4vPk'bfidgiml4t tl/tp�rytla 4galwMpx(a 64n Kf /HrnWt.�'a/AvroHlfelmis Rrt PveAm0m Ms4e+Po%'�N6btm41e. <br />