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Emb~~ khGn'~ /~~ ~~ <br />~ NORTHWEST COLORADO ~ <br />SfFdd®OAT SPRINGS <br />4.0 <br />sf>Fax vat.tns <br />EYfective Total <br />C = O:aB ]of C = OA85 ]at <br />b =27.5° } c 142° <br />2.0 <br />s <br />C <br />y <br />it <br />O <br />N <br />0 ~ <br />0 <br />2.0 4.o e.o e.D <br />aOAMIL 5Tig93 Ik.tl <br />teal area <br />• IO.D <br />e.o <br />6.0 <br />'n <br />4.0 <br />i <br />y <br />~ 2.0 <br />0 <br />0 <br />sAxPLI ND. <br />lzo 14.D Ie.o <br />1 z 3 <br />u.a la.e la.a <br />lozz 1H7.e 107.a <br />2404 2.402 2404 <br />e.o2s e.oso e.o9z <br />[o.D <br /> t- MOISTURE CONTENT, 3 <br /> H DAY DENSCTY. pe( <br /> DIAMETER. fo <br /> ~ <br />e HEIGRi, is <br /> <br /> <br /> O <br />(8`y, N MOITTURE CONTENT, <br /> ~ DRY DENSCTY, pc( <br /> F' DIAMETER. in <br /> ~ RETORT. fn <br /> t <br />//}}~~ <br />`G~ <br />~:/ <br />S 10 15 20 <br />ASIAL STRAIN (:) <br />LIpUID LIM[7 = 9e 7. <br />PLASTICITY INOII = 22 <br />PERCENT PASSiNC N0. 200 SIEVE = 66 <br />NAYIM UY SPD DRY OLNSiTY = I1Z3 PCF <br />OPTIMUM II OISTURI CONTENT = 15.3 <br />21.] 1D.0 17.2 <br />LL3.0 113.D LL7S <br />2.370 2.334 2.928 <br />S.DBe S.D40 9.BDD <br />TEST vALUES AT MA%IMUM PRINCIPAL STRESS AAT70 <br />e-CE PRLSSURL, p°1 7e.0 OD.O 70.0 <br />GILL PA755DRE, pal 60.0 70.0 60.0 <br />TOTAL LATERAL STRESS bf 2.000 4.000 6.000 <br />70711 A%IAL STRESS, luf 3.e30 7.899 14.443 <br />DEVIATOR STRESS. kaf LB3o S.89a e.aa3 <br />criELTIVL Ls7LRAC srACSS. I:,f D.s4e l.sel 9.ue <br />EiPECTIVE A%IAL STRESS. k°( 2.998 5.414 9.Sfi1 <br />PORE PRESSURE. t<af 1434 2.419 4.882 <br />A%1AL STRAIN. ~ 10.02 16.84 13.96 <br />STRAIN RAIL. ~/mia. 0.018 0.012 0.004 <br />TYPE OP TEST: CU +ilh p°te prea~uje <br />SAIIDLC LOCATION: T°°t H°I• H O 10-20' <br />• SAMPLE DESCRIPTION: R°m°ld°d O 95Y SPD <br />SOIL DBSCRII'TIO N: Saadi CLAY (CL) <br />TRIAXIAL COMPRESSION TEST RESULTS <br />.Job [tame: Pond 010 Job tVo. 95-?384 <br />Lxation: Yoast Mine. Routt County. Colorado Fiourr ~3 <br /> 1 II <br />11 1 1 I <br />1 1 1 1 I I 1 I 11 1 <br />~ I 1 I I I I <br />1 1 1 1 1 1 1 1 1 ( 1 <br />I 11 I I11' <br />I 1 I I <br />I I 1 I I I <br />1 I <br />I 1 1 1 I <br />1 <br />I I 1 I I 1 1 I <br /> I <br />I I 1 I I I 1 I <br />l i I I <br />1 1 1 1 1 1 1 1 <br /> I I <br />I I I I <br />I I 1 1 <br />1 1 1 1 1 1 <br />II I <br />II I I <br />11 I 1 I I I I <br />• 1 1 1 X 1 1 1 1 <br />