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<br />1 <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />60.00 <br />m <br />a <br />40.00 <br />H <br />m <br />m <br />L <br />(!1 <br />L <br />ro <br />20.00 <br />m <br />v <br />a <br />48.00 <br />40.00 <br />0~ <br />0 <br />20.00 40.00 60.00 80.80 <br />Normal Stress <br />a 32.00 <br />N <br />N <br />~ 24.00 <br />Y <br />N <br />v 16.00 <br />t <br />N <br />8.00 <br />SRMPLE DRTR <br />SRMPLE TYPE: REMOLD <br />DESCRIPTION: <br />~ I I I <br />0.3 0.6 0.9 <br />Hariz. Deform., cm <br />0~ <br />0 <br />SRMPLE N0. <br />WRIER CONTENT,/. <br />Q DRY DENSITY, pcf <br />F SRTURRTION, i <br />i VOID RATIO <br />H <br />SIDE LENGTH, cm <br />WRIER CONTENT, i <br />r DRY DENSITY, pcf <br />w SRTURRTION, i <br />F- VOID RATIO <br />SIDE LENGTH, cm <br />HEIGHT. cm <br />NORMRL STRESS, psi <br />1.2 MRHIMUM SHERR, psi <br />RESIDURL SHERR, psi <br />Strain rate,/./min <br />CLIENT: SRN LUIS <br />100.00 120.00 <br />1 2 3 <br />7.5 6.8 8.2 <br />123.1 121.4 118.4 <br />57.8 49.5 54.8 <br />0.344 0.363 0.398 <br />10.00 10.00 10.00 <br />7.5 6.8 8.2 <br />123.6 122.5 120.5 <br />58.7 51.3 58.5 <br />0.338 0.350 0.379 <br />10.00 10.00 10.00 <br />4.98 4.95 4.91 <br />9.64 19.29 38.58 <br />17.08 25.24 39.84 <br />15.39 17.26 23.79 <br />0.900 0.900 0.900 <br />SRN LUIS <br />LL= PL= PI= <br />SPECIFIC GRAVITY= 2.65 <br />REMRRKS: <br />FIG_ N0. 6 <br />PLE LOCRTION: EMHRNKMENT FILL <br />J. NO.: 14729 DATE: 6-30-95 <br />DIRECT SHERR TEST REPORT <br />STEFFQI ROI~RTSON AND KIR'STQf (U_S. ) INC. <br />