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<br />..0 <br />..0 <br />0 <br />D <br />RTHW,~'ST COLORADO CO <br />' <br />SHF'a R VAI,L <br />ES <br /> <br />F12e^_tive ~ Total <br />C= O T~,.38 M I C= ae85 L~ <br /> <br />5° <br />b=77 2° <br />4 P=14 <br />. . <br /> <br />i ~ ~ ~ <br /> i ~ <br /> <br /> • <br /> ~r <br /> <br /> <br /> <br /> \I <br /> I <br /> I <br /> <br />i ~ T~ -T T-1 <br /> <br /> i <br />2.D 4.o e.D a.D lu,u t~v ...~ .~.~ <br />tIDAYLL S4~ lkafl <br />meal tera~ <br />dt°ecl+a •era <br />• <br />10.0 <br />d.0 <br />6.0 <br />- 4.0 <br />?.0 <br />• <br />TRIAXIAL COMPRESSION TEST RESULTS <br />.lob Name: Pond 010 ~ Job No. 95-?384 <br />0 <br />Q <br /> i <br /> i <br /> i i i ~ I <br /> i i <br /> i ~ i ~Tl <br /> <br /> i <br /> <br /> i <br /> i iii <br /> <br /> i i i i <br />i. i i i <br />i~ i ~ <br /> <br /> <br /> i i <br /> <br />~ i i i i i i <br />i i i ~ <br />i <br />i i i i <br /> I i ~ <br /> <br /> i <br /> <br /> XOIS. URP CONTPN7..'. 15.a la.E 1..e <br /> w i DRY DLNSLTY, pe( 107 ~ l0%.8 10:.E <br /> ~ DIAYETc'~. -a Z.i04 2.402 2.40a <br /> I <br />= I NEIGH:'. is a.02~ e.Da a.D92 <br />1 .40I57URE CONTENT. 21.] 10.0 1T.2 <br />ay <br />DAY DENSCTY, pc( <br />ll1.0 <br />11L.8 <br />L1 ~.~ <br /> ~ DIA L4ETE2, in 2.C70 2.^.,~9 ~ 2.`2? <br /> v HEIGL':' <br />]c 5.8Ba E.D40 E.aBO <br /> r . <br />fi <br /> TEST VALCE°- A T KAXIYCY PP.IN CI?,lL ~nESS 3Ai:0 <br />'j? EsCL PR CSSUR L. ?.~ %e.0 e8,0 TL.O <br /> CIL~ P°.15S0RE. Fat 80.0 i0.0 20.0 <br /> TOTAL Le: ERAL STRESS. 'cf 2.000 4.000 9.000 <br /> 70TAL AXI-L S;3E55, tat 9.850 i.E99 L4.1A3 <br /> D LYlA70R SfP.E:S. Y:f LB3o =.E9a e.aa: <br />S 16 15 PO E!!LCT:VL Eli ER 1L s-ALBS. la1 0.54e L.SE! 2.L1E <br /> ~E!!LCTTVL A2111 STRESS. ka( 2~9a 5.414 9:d1 <br />aXISL SRAiN (=) POPE PRESSVRE. L'~f Liei 2.419 i.e B2 <br /> AXId1. STAIN. 10.02 lb.ba 19.56 <br /> STAl IN ~?7E, '/min. 0.0!6 0.012 0.004 <br />TYPE OP 7EST: CO with pore yrec.ur- <br />SG.IIPLE LOCdi704: Taat H°l• 9 O 10-20' <br />SALPLP DESCRIPTION: RamalQ°d '~ 75: SPD <br />501E DPSCRIP710H: Sand? CLAY (CLI <br />L10U[D LIY[7 = 9B .: <br />PitstC[TY [NDII = .2 <br />PERCENT PASSING N0. 200 SIEVE = B6 <br />NAT[Y UY SPD DRY OL451TY = 112= 7Ci <br />OPT]N UY y075TVP.2 CO NT*21T = LD.S <br />.• .. •-~-...: ('....-,:.• l~nlnr-rri('. ~ I Figure =3 <br />