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NORTHWEST COL OI~4 ~0 CONSUL TANTS <br />SPEAMH(IAT SRRINGS COLORADO <br /> <br /> <br /> SHEAR VALUES <br /> <br /> <br /> <br /> C =780 p~ <br /> <br /> p=s8° <br />a.D <br /> <br /> <br /> <br /> <br /> <br /> <br />y <br />_ <br />'~ 2.0 <br />d <br />F <br />N <br />Q <br />J <br />Y <br />m <br />N <br /> <br /> <br />0 <br />o z.o 4.D e.o a.o lo.o Iz.o ]a.o ]e.o <br />NOAYAL SI'i® Ike!) <br />tetel circa <br /> Q O SAMPLE ND. 1 2 7 <br />s.o <br /> t• ~ IIOISTURB CONTENT. X 27.9 23.4 27.0 <br /> f DRY DENSITY, pc( 92.9 98.6 98.6 <br /> In L929 1 <br />928 L930 <br />DIA1t8T8R <br /> ~ . <br />, <br />8 <br />2,5 a HHICNT. in 3.993 9.47 <br />3.995 <br /> <br /> u <br />m <br /> <br />2 <br />0 YOIS7URH CONTENT <br />R -- -- -- <br />. p„ , <br /> O <br />3 '^ <br />°1 DRY DENSF7Y, pe( -- -- -- <br />w 1° <br /> <br /> <br />1 <br />5 m <br />~ <br />. ~ <br />m a <br /> <br />F <br />y <br />TEST VALUES AT NAXIMUL PRINCIPAL STRESS RAT70 <br /> <br />a L.0 <br />a RACE PRESSURE <br />psi 0.00 0.00 0.00 <br />~ , <br />OD <br />O 0 <br />0 <br />W . <br />CELL PRL55UR8. pei 00.0 <br />0. <br />~ <br />0 <br />5 70TAL LATERAL S7RHSS. Io,f 1.440 2.080 6.320 <br />. 70TAL AXIAL STRESS, kaf 3.218 4.872 8.402 <br /> L778 1 <br />992 2 <br />08E <br />DEVIATOR S7RE99 <br />k <br /> . <br />. <br />. <br />eI <br /> PORE PRESSURE, ke( 0.000 0.000 0.000 <br />0 AXIAL SiRA]N. 7. 2.80 1.50 10.0 <br />0 5 <br />A <br />YI <br />A <br />L <br />57 1 <br />R 0 <br />A <br />[N <br />( <br />7.) 1 5 2 0 STRAIN RATE, x/mla. 0.040 0.040 D.040 <br />TYPE OF TEST: Unconsolidated-Undraiaed L1pUID LILT = 45 7. <br />SAMPLE LOCATION: Test Hole 1 6 19-21' PLASTICITY INOB = 25 7. <br />9AlIPLH DESCRIPTION: Cnl!(ornla Liner Semple PERCENT PASSING N0. 200 SIEVE = B1 <br />SOIL DESCRIPTION: Sll`htly Sendy Clay (CL) <br />TRIAXIAL COMPRESSION TEST RESULTS <br />Job Name: Pond 010 Job No. 95-?384 <br />Location: Yoast Mine, Routt County, Colorado Figul•e ?~2 <br /> <br /> <br /> <br />