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J. 4. Cesare & Associates, Inc. / Construction Technical Services C~ <br />7108 South Alton Way, Bldg. B SARE <br />Centennial, Colorado 80112 .,+o usoc~.,es. IMG "}ba ~d <br />Phone: (303) 783-9965; Fax: (303) 783-9964 "-`°`"~~"~"'" """"'„^^ <br />Unconfined Compressive Strength of Cohesive Soil (ASTM D 2166) <br />Pro'ect No.: D07.032 (1 0702 1-000) Hole: LHP-9, R-2 <br />Pro'ect Name: Loveland Read Mix Sl Walt D the 33' - 34' <br />Date: 2-Jul-07 Lab Tech: m'b Sample Description: <br />Lab ID: 721295 Checked Bv: WS Caires CLAYSTONE, clav, dark gra <br />Unconfined Compressive Strength (tau): 125,655 psf <br />Shear Strength (S_u): 62,827 psf <br />Axial Strain <br />(^io) Axial Stress <br />(psA <br />Stres <br />s-Strai <br />n Cur <br />ve <br />o.o sz.s <br />0.3 7074.5 132000 <br />00 I I I I <br /> <br />7 <br />0 <br />4 <br />3 <br />3 <br />9 128 <br />0 <br />124000 <br />. 7 <br />! <br />. <br />l.3 67400.2 120000 <br />116000 <br /> 1(2000 <br />2.0 125654.5 0800 <br /> <br />2 <br />7 <br />1 <br />7928 1 <br />0 <br />104000 <br />. . <br />3.3 7010.5 100000 <br />96000 <br /> <br />92000 I <br />4.0 6407.4 <br /> 88000 <br />84000 I <br /> <br /> 8000 <br /> 0 <br />7600 I <br /> 0 <br />7200 I <br /> 0 I <br /> 68000 <br />64000 I <br /> 6000 <br />I I <br /> 0 I <br /> 56000 <br />0 I I I <br /> 520 <br />0 I I <br /> 48000 <br />00 I I I <br /> 44 <br />0 <br />4000 <br />I <br /> 0 I I I I <br /> 36000 <br />200 I I ' <br /> 3 <br />0 <br /> I <br />28000 I I i I I I <br /> I <br />2400 I J I I J I <br /> 0 <br />20000 I I <br /> I I I t <br /> 16000 I <br />12000 I I I ~ I i I <br /> I <br />3000 I I I I I I <br /> I <br />400 I I I I i <br /> 0 , <br />0 I I I I I I <br /> <br /> 0. 0 O S LO L S 2. 0 2. 5 3.0 3 S 4. 0 45 <br /> <br />Rcv A9iOS DU] US'_ Cncontincd CS T_ I39i-T_ L96 <br />