Laserfiche WebLink
<br />YOL O~ <br /> <br /> <br /> V <br />l~ <br />j JILLt11~ <br />nal <br /> <br /> I <br /> C=' <br /> <br /> y <br />=ue~ <br />4.D y <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />J 2.0 <br /> ' <br />n ~ <br />u <br />vai <br /> <br /> <br /> ~ ~ ~ ~' ~ ~' ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ <br />0 <br />8.0 <br />10.0 <br />12.0 <br />0 2.0 <br />8.0 <br />4.0 <br />M9RVLL STY65 IkAI <br />tew .uea <br />14.0 <br /> <br />0 <br />IB. <br /> Ql O SAYPLL N0. t _ 7 <br /> a.0 <br />~ <br /> , , , , , , s- MOISTURE CONTENT. 27.9 75.a 27.0 <br /> ' ~ ~ ' i ~ i i w DAY DENSITY, pc( 92.9 DB.a 96.1 <br /> ' ' ' ' ' ' ' ' ~ DIAMETER <br />to L929 928 <br />1 L970 <br /> ~ ~ ~ ~ ~ z , . <br />2 $ <br />0 RSIOHi. in 7.9D7 9.478 9.9D5 <br /> , „ ~ <br /> i ~ ~i ~ <br />0 <br /> , „ „ „ <br /> ~ <br />0 MOISTURE CONTENT <br />- -- -- <br /> , ~ i F, <br />. <br /> <br />= , <br />, , ~ , , <br />, ~ , , , <br />~ , , , <br />~ , <br />© m DRY DENSITY. Dc( -- <br />F" ~ -- -- <br />v i i ~~ , ~ 5 <br /> <br /> 1.5 ~~ ~ ~ t <br /> ~~ ~ ~ ~ <br /> I II <br />f <br />m ' ' ' ' ' ' ~ 'EST VALUES AT MAXIMUM PP.INCIPAL STR ESS RAT70 <br /> ~ <br />F 1.0 ~ <br />n ' ' ' ' ' ' ' ' ' ' 81C$ PRE99URC, pn 0.00 C.00 7A0 <br />~ ~ ~ ~ ~ ~ ~ ~ ~ P <br />00 <br />0 <br />D 00 <br />0 00 <br />0 <br /> ~ , ~ „ i , RE, pat <br />. <br />CELT. <br />Ry55 . . <br />~ <br />0 <br />5 i , , , , , i TOTAL LATERAL STRESS. b! L440 2.880 4.',20 <br /> . <br />~ TOTAL AXIAL STRESS. ka! 7.216 1.8'2 6.602 <br /> ' ' ~ ' ' ~ ~ ' ' ~ ~ 177E <br />DEVI <br />TDR 57R <br />9 <br />Y t <br />D92 2 <br />082 <br /> , , , ,,, , A <br />af <br />E <br />5. . . <br /> ~ ~ , ~ ~ ~ ~ PORE PRESSURE. ka( 0.000 O.DOC 7.000 <br /> 0 AXIAI. STRAIN. ~ 2.80 1.80 10.0 <br /> 0 <br />1 5 1 <br />X1AL STR 0 1 <br />AIN (f.) 5 2 0 STRAIN RATE. :/mta. 0.040 0.040 0.040 <br /> TYPE OP TEST: Unto¢aolidaled-U¢drnined LIGUiD LINT = 45^. <br />SAMPLE LOC1770N: Taat Hnle ] O 1D-27' PLASTICITY iNDLT = 25 .: <br />SAMPLE DESCRIPTION: Cnllfornln Llaer Sample PERCENT PASSING N0. 200 <br />SOIL DESCFIP710N: S1lQ1tLy Sandy Clay (CL) <br /> <br />SIEVE a 91 <br /> TRIAXIAL COMPRESSION TEST RESULTS <br />Job iYame: Pond 010 ~ Job No. 95-2384 <br />Location: Yoast `dine. Routt Countv, Colorado ~ Figul•e u2 <br />