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J <br /> <br />C. <br /> <br /> <br /> NORTHWEST COLORADO CONSUL TANTS <br />STE a SAT SRRINCS COLORADO <br /> <br /> CHFAR VALUES <br /> <br /> Effective Total <br /> <br /> <br /> c =0338 k>f C = 0.485 kaf <br /> <br /> p=2T.5° 0=14.2° <br /> 4.0 , <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 2.0 <br /> <br />N <br />a <br /> <br />a <br /> <br /> <br /> <br /> 0 <br /> o z.o 4.o e.o e.o Io.o 1z.o <br />NOAYLL SR® Ik~LI <br />tsaq nay <br />dbetl•° •tra~ 14.0 1e.o <br /> SAYPLL H0. 1 2 <br /> <br />10.0 <br />' ' <br />~ , , <br /> <br />B.0 ~ ~ ~ <br />i i r- <br />u <br />~ <br />~ <br />0 <br />w <br /> <br />m IlOlS7URE CONTENT. i6.s <br />DRY DENSITY, pef 107.2 <br />DIAILETER, to 2.404 <br />REICHT, in 8.029 la.s ta.e <br />107.8 107.6 <br />2.402 2.404 <br />e.090 8.092 <br />y ® 21 <br />1 <br />YOISIURS CONTENT 16 <br />0 17 <br />2 <br /> t- . <br />. . <br />. <br /> 8 <br />0 ~ ~ m DAY DEN517Y, pof 111.0 i16.6 ll7A <br />y . ~ ~" DIAILETER. :a 2.970 2.994 2.92e <br />o ~ ~ ' m 699 <br />REIGHT <br />5 <br />1 9D0 <br />9 <br />640 9 <br />: <br />t- ~ ~ . <br />. <br />¢ . <br />. <br />~ i i i <br /> <br /> <br />F <br />TEST VILUBS AT 11[AIfYUy PRINCIPAL STRESS RATIO <br />a <br />m <br />~ ~ <br />2.0 ' ' Q <br />~ <br />i <br />' ~ <br />0 ~ ~ ~ ~ <br />0 S 10 15 20 <br /> <br />dSIAL STRAIN (X) <br />BAGS PECSSURE pd 79.0 <br />CELL PA75SORE. pa¢ 90.0 <br />70TAL LATERAL S7RESS bf 2.000 <br />70TAL AIIAL STRESS k~f 9.950 <br />DEV1Ai0R S7R893. kaf Le60 <br />C!lLCTIVL LA7ERaL S7RBS. bf O.S46 <br />E!lECTIVE AIIAL STRESS. k°f 2.368 <br />PORE PRESSURE. k~f L464 <br />AL11L STRAIN. z 10.02 <br />STRAIN RA7L, S/mla. 0.016 <br />98.0 76.0 <br />70.0 90.0 <br />4.000 e.000 <br />7,899 14.449 <br />3.99a e.aa9 <br />1.9E1 9.118 <br />5.414 6.991 <br />2.418 4-0e2 <br />18-04 19.68 <br />0.012 0.004 <br /> TYPE OP TBS7: CO with pore prea°ur° LIQUID LILI7 = 99 7. <br />9AYPLE LOCATION: T°~t Rol° 9 O 10-20' PLASTICITY IHOEI = 2E <br />9AlIPLE DLSCRIP710N: R°mOldsd O 99I 9PD PERCENT PASSING N0. 200 SIEVE = 99 <br />SOIL DESCRIP710N: S°nd7 CLAY (CLI l/AZ[YUY 9PD DRY DENSITY = 1123 PC! <br />OPT11[UI[ LOISSURS CONTENT = 195 <br /> TRIAXIAL COMPRESSION TEST RESULTS <br />Job Name: Roads Y-A & Y-B, Pond 010 Job No. 94-1730 <br />Location: Yoast Mine Area. Routt County, CO Figure #25 <br />