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<br /> <br /> <br /> <br /> <br /> NORTHTYEST COLORADO CONSUL TANTS <br />STEOMBOAT SPRIlVGS COIARADO <br /> ' <br /> SFff <br />e1R VALUES <br /> Effective Total <br /> <br /> C =6693 lof C =0570 laZ <br /> ° <br /> b =29.3 <br />d =122° <br /> 4.0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Dj 2.0 <br />a <br />w <br />m <br /> <br />a <br />n <br /> <br /> <br /> 0 <br /> 0 2.0 {,0 8.0 8.0 10.0 12.0 <br />NOla/a1 STa® Ik,(1 <br />legal ~Va~ <br />aHaetha •traa 1{.0 18.0 <br /> SAMPLE N0. 1 2 7 <br /> <br />10.0 <br />~ ~ <br /> <br /> <br />H.0 1- <br />~ <br />~ <br />m <br />c <br />u <br />m MOISTURE CONTENT. ~ 16.1 <br />DRY DENSITY, pc( lO1S <br />OIAY6TBR, to L81E <br /> <br />HHICHT. is 3.982 tad 10.5 <br />1022 86.1 <br />1.828 1926 ' <br /> <br />9.641 3.840 <br /> T 2T <br />S <br />URB CONTENT <br />1 24 <br />8 25 <br />0 <br />y i 1, . <br />. <br />YOI <br />T . <br />. <br /> <br />8 <br />0 i ~ i ~ DRY DENSITY, paf 101.2 LOQO 104.8 <br /> ' ' l" DIAYBTSR. is L935 1.904 L796 <br />x ~ 3 <br />991 <br />HEI <br />HT 828 3 <br />523 <br />3 <br />F , ~ . <br />G <br />. Sn . <br />. <br />ra <br />0 4 <br />0 ~ ~ ~ <br /> . <br />f ® TEST VALU66 AT YAZIYUY PRINCIP IL S7RH55 RA170 <br />a <br />m <br />° <br />2.0 ' ' © <br />i <br />~ ~ <br />' <br />0 ~ ~ <br />0 S 10 15 20 <br />ASIAL STRAIN (z) <br />B1CS PRE95UR2 pal 68.0 <br />CELL PRTSSORE. pat 70.0 <br />70TAL LITHRAL S7RBSS. bf L000 <br />TOTAL AZ1AL STRESS, kaf 1.6e3 <br />DEVIATOR SrRE99. bL L881 <br />EPPLCTIVE LA7ER-L 57RPSS, b( 0.770 <br />EItECTIV6 AZI1L STR1S5, kaf 2483 <br />PORE PRESSURE, kaf 0.210 <br />AZIIL STRAIN, x 10.08 <br />STRAIN RITE, S/min. 0.002 <br />79.0 96.0 <br />80.0 100.0 <br />2.000 4.000 <br />4.841 7.570 <br />2841 3.370 <br />0.861 L250 <br />3.302 4.620 <br />1.159 2.750 <br />8.98 11.36 <br />0.003 0.011 <br /> TYPE OP THST: CU with pore pressure LIGVID LIYI7 ~ 52.E <br />SAMPLE LOCATION: Test Rala S O l4' PLASTICITY INOEZ a 31 >: <br />SIYPLH DBSCA]PTION: Calltoroia Llasr Sampl• PERCENT PASSING N0. 200 SIEVH = 98 <br />SOIL DHSCRIPTION: S1iEhll7 Saad7 CLAY (CH) <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 ~ <br />Figure '~26 <br />