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<br /> <br />I 6.0 <br />`- m <br />`~ -Y 4.0 <br />Y <br />N N <br />(n W <br />W ~ <br />K F- <br />N N <br />W W <br />Q J 2.0 <br />H <br />J <br />7 <br />0 <br />6 <br />5 <br />N <br />s 4 <br />• ~ <br />v~ <br />m <br />3 <br />L <br />e 2 <br />s <br />1 <br />O <br />O <br />5 10 15 20 <br />Strain, <br />10.0 1z.o <br />(SAMPLE NO.: 1 2 3 <br />WATER CONTENT, 9. <br />~ DRY DENSITY, pcf <br />SATURATION, % <br />z VOID RATIO <br />~ DIAMETER, in <br />HEIGHT in <br />WATER CONTENT, Y. <br />F- DRY DENSITY, pcf <br />F SATURATION, ~ <br />~ VOID RATIO <br />Q DIAMETER, in <br />HEIGHT in <br />JORMAL STRESS, ksf <br />-AILURE STRESS, ksf <br />STRAIN, 7. <br />1LTIMATE STRESS, ksf <br />STRAIN, 7 <br />it rain rate. in/min <br />CLSENT: NWCC, Inc. <br />PROJECT: NWCC Project 99-4304 <br />Camilletti River Pit <br />SAMPLE LOCATION: TH-3A ® 12-14' <br />i PROJ. NO.: 14000 DATE: 1/17/00 <br />DIRECT SHEAR TEST REPORT <br />Knight Piesold <br />z.o a.o 6.o s.o <br />Normal Stress, ksf <br />8.5 8.5 8.5 <br />104.5 104.5 104.5 <br />40.1 40.1 40.1 <br />0.553 0.553 0.553 <br />2.46 2.48 2.48 <br />1.00 1.00 1.00 <br />20.6 20.0 18.3 <br />105.4 106.6 109.5 <br />99.4 99.4 99.0 <br />0.540 0.522 0.482 <br />2.48 2.48 2.48 <br />0.99 0.98 0.95 <br />1.00 2.00 4.00 <br />1.t3 2.01 3.98 <br />3.0 5.0 5.0 <br />0.83 1.46 3.35 <br />14.5 14.1 12.1 <br />a.oois o.oolz a.oo~z <br />SAMPLE TYPE: remolded <br />DESCRIPTION: SAND <br />SPECIFIC GRAVITY= 2.6 <br />REMARKS: Strength tongents are <br />cursory for peak and residual <br />stress, SpG was estimated. <br />Specimens inundated at test. <br />Fia. No.: <br />