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(KLHINF- <br />,EL DJER 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: Report Date: 8/27/2015 <br />Advanced Barth Sciences, Inc. Project No.: 20160202.001A <br />Escher, Eike Project: AES - San Joaquin County Landfill <br />9307 Research Drive <br />Irvine, CA 92618 Task: 02-000I laboratory Testing <br />g^+}a' <br />Supplier: Unknown Cement Factor (sklcy): <br />Mix <br />No.: Unknown <br />Type:Cement <br />Date Sampled: 7/23/2015 Date Received: <br />Source of Sample: <br />Contractor: <br />TruckITicket: <br />Sampled By; <br />Submitted By: <br />Curing Method: Cure Room <br />0lold Cure Temp (°F) Hi: <br />aid Cure Time: 168 hrs. <br />Lo: <br />5 Time Batched: Batch Size (cy): <br />Time Sampled: Water Added (gal): <br />Specified <br />Measured Min Max <br />Slump (in) <br />Slump w1plasticizer in <br />Ambient Air Temperature °F - <br />Mix Temperature (°F) 81 <br />Air Content %) <br />Unit Weight c <br />Time in Truck (mins.)NA <br />a re w �,ti vs:1.-tY +�T`.�bc�` �, t . x '� .� <br />3'ka ^x b '3 c <br />-,QL7ORMir1,.i'��<.'i.'� tSS ay..:sl.v 4°'�.�4� ��r�v �'o��^ ri s <br />'.r'v...s...ass.u....,,..ks�.w..W,...a+au�.iac..'`:.. ua'?..�a>,..r �.S-lu.. b„c�.Yu `..Kuo,3 a,�z <br />Sample <br />Number <br />Date <br />Tested <br />Age <br />(days) <br />Dimensions (in) <br />Avg. Grass <br />Sectional <br />Area (W) <br />Fracture Typo Ultimate Load <br />(lbs) <br />Compressive <br />Strength (psi) <br />Average Average <br />Diameter Height <br />STK34278A <br />7/31/2015 <br />8 <br />6.00 <br />12.00 <br />28.27 <br />Cone 4,050 <br />140 <br />STK342788 <br />8/20/2015 <br />28 <br />6.00 <br />12,00 <br />28.27 <br />Cone 4,430 <br />160 <br />STK34278C <br />L Hold <br />Average 28 Day Strength (psi): <br />Required Strength (psi) @ 28 days: <br />160 <br />150 <br />Remarks: <br />Reviewed on 8/27/2015 by: <br />Johan Jacobsen, C.E., No. 59867 <br />Project Manager <br />soclated Test Methods: ASTM C 31 C 138, C 143 C 172, C 173 C 231, C 617, C 1064, C 1231 <br />Unless prior arrangements have been made 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 client and the registered design professional In <br />respansibia charge. The results apply only to the samples tested. it changes to the specifications were made and not communicated to Kleinfeider, Kleinfalder assumes no <br />responsibility for pass/fall statements (meats/did not meet), If provided. This report may not be reproduced, except In full, without written approval of Klainfelder. <br />Page 1 of 1 <br />