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�^ ®DER 2001 Arch -Airport Road, Suite 100 <br />Bright People. Right Solutions. Stockton, CA 95206 <br />Phone: (209) 948-1345 Fax: (209) 234-4700 <br />Report To: <br />Advanced Earth Sciences, Inc. <br />Escher, Eike <br />9307 Research Drive <br />Irvine, CA 92618 <br />Report Date: <br />Project No.: <br />Project: <br />Task: <br />20160202.001A <br />AES - San Joaquin County Landfill <br />02-OOOL Laboratory Testing <br />�<u� .<.. <br />�.� �. <br />�y v \ <br />E'41'11 <br />A <br />e \, <br />:� <br />\ <br />Supplier: - r 1 <br />1409393 A•i <br />Cement Type: Admixtures: <br />Sampled: 9/29/2015 Date Received: 10/1/2015 <br />Source of Sample: <br />Contractor: R.J. Gordon Construction <br />Tru c kITi c ket: 4203126123244 <br />Sampled By: Unknown <br />Submitted By: Unknown <br />Curing Method: Cure Room <br />W <br />ure Temp (°F) Hi: Lo: <br />ure Time: 48 hrs. <br />Set No.: STK34390 <br />Time Batched: Batch Size (Cy): <br />Time Sampled: Water Added (gal): <br />Capping Method: <br />Sample <br />Number <br />Measured <br />Specified <br />Min Max <br />Slump (in) <br />3.0 <br />3 4 <br />Slum w/plasticizer in <br />Average Average <br />Diameter Height <br />STK34390A <br />Ambient Air Temperature ('F) <br />75 <br />6.00 <br />Mix Temperature (°F) <br />75 <br />Cone and Split 3,380 <br />Air Content (%) <br />STK34390B <br />10/27/2015 <br />Unit Wei ht c <br />6.00 <br />12.00 <br />lime in Truck (mins.) <br />Cone and Split 4,560 <br />NA <br />Capping Method: <br />Sample <br />Number <br />Date <br />Tested <br />A <br />(days) <br />Dimensions (in) <br />Avg. Cross <br />Sectional <br />Area 00 <br />Ultimate Load <br />Fracture Type (lbs) <br />Compressive <br />Strength (psi) <br />Average Average <br />Diameter Height <br />STK34390A <br />10/6/2015 <br />7 <br />6.00 <br />12.00 <br />28.27 <br />Cone and Split 3,380 <br />120 <br />STK34390B <br />10/27/2015 <br />28 <br />6.00 <br />12.00 <br />28.27 <br />Cone and Split 4,560 <br />160 <br />STK34390C <br />Hold <br />Average 28 Day Strength (psi): <br />Required Strength (psi) @ 28 days: <br />160 <br />150 <br />Remarks: <br />Reviewed an 10/3012015 by: 4— t <br />Johan Jacobsen, C.E., No. 59867 <br />Project Manager <br />Associated Test Methods: AST9A C 31 C 138 C 143 C 172 C 173, C 231, C 817 C 1084, C 1231 <br />Unless prior arrangements have been matte all HOLD specimens will be discarded If required strength is attained. <br />Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the cilent and the registered design professional In <br />responsible charge. The results apply only to the samples tested, If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no <br />responsibility for pass/fall statements (meets/did not meet), If provided. This report may not be reproduced, except in full, without written approval of Kteinfolder. <br />Page 1 of 1 <br />