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NORTHWEST COLORADO CONSUL TANTS <br /> Cmc~e A4'ROAT SPRINGS OOI.O <br /> <br /> SHEAR VALUES <br /> <br /> T <br />l <br /> ota <br /> <br /> c = 25D <br />~ <br /> r? <br /> o° <br />4=v <br /> . <br />20 <br /> <br /> <br /> <br /> <br /> <br /> <br />i <br />0 <br />1.0 <br />a <br />4 <br />N <br />C <br />u <br />m <br />n <br /> <br /> <br />0 <br />0 LO 2.0 S.0 4.0 S.0 B.0 <br />HOA1fa1 SI'669 lkdl <br />tetel .trr <br />7.0 18.0 <br /> SAYPLe N0. 1 2 3 <br /> <br />2.5 <br /> <br /> <br />2.0 <br />,. © t, <br />a~ <br />1' <br />c <br />w <br />m YOISTURB CONTENT, R 24.9 <br />DRY DENSITY, pct 87.2 <br />DIAI[BTBR. 1¢ L93E <br />RHICHT, i¢ 5.71E 24.9 - E2.E <br />87.3 lOlA <br />1.927 L819 <br />$.BOS 5.787 <br /> Y0157URS CONTSN7 <br />S - - - <br />y F . <br /> <br />1 <br />5 ~ DRY DENSITY, poI - - - <br />m . ~" DIANETBR <br />in - - - <br />n: ~ . <br />REIGAT <br />1 <br />- - - <br /> . <br />n <br />y <br />0 1 <br />0 ® C <br /> . <br />F <br />TEST VALUBS AT YARILUL PRINCIP$L STR8S5 B$TTO <br /> Q <br />m <br />~ 0.5 <br /> <br /> <br />0 <br /> <br />0 5 10 15 20 <br /> <br />AICIAL STRAIN (R) <br />B1C8 PRBSSURB, pal 0.00 <br />CLLL PRLSSURB. Dat 0.00 <br />TOTAL L$TSR1L STRESS, b! L260 <br />TOTAL AIIIAL STRESS, kaI 2.076 <br />DEVIdTOR STRESS kaI ORES <br />PORE PRESSURE, kal 0.00 <br />AICIAL 9TRA1N, 1. 10.56 <br />STRAIN R$T8, 7./mia. 0.040 <br />0.00 0.00 <br />0.00 0.00 <br />2.500 5.750 <br />3.860 6.180 <br />t.150 L450 <br />D.00 0.00 <br />1818 12.15 <br />0.040 0.040 <br /> TYPE OF TEST: Unoonrolidated - Undrained LIQUID LILT = 24 f. <br />94LPLE LOCATION: Teat 9010 2 O B-8' PLA3rICITY INDII = 7 T. <br />9A]IPLH DESCRIPTION: Ca1llornin LI¢sr Sampls PERCENT PASSING N0. 200 SIEVE = 48 <br />SOIL DESCRIPTION: Sand and Clay (SC~L) <br /> TRIAXIAL COMPRESSION TEST RESULTS <br />Job Name: Proposed Yoast Mine Pond Oll Job No. 97-3000 <br />Location: SE 1/4a Section 16, TSN, R87W, Routt County, CO Figure #9 <br />L_ <br />L <br />i <br />L <br />