PERMFILE72069

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: SEDIMENTATION POND 012 STABILITY ANALYSIS YOAST MINE AREA ROUTT CNTY COLO
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-13
• Media Type: D
• Archive: No

CONSUL TANTS
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C = 0338 M C = 0.485 M

b=27.5° }=14
2°
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A

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0 2.0 4.0 8.0 8.0 10.0
110AMLL S!'[19 Ik~fl
blal rats
•(f•etN~ ~lrm 12.0 14.0 18.0
S-MPCL N0. 1 Z

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o Y0157URE CONTENT.:.
DAY DlNSITY, pcf
DIAMETER. nn
HE]GHT, is 13.a
lOZ2
2.404
8.025 la.e
107.8
2.402
8.090 tc.e
107.8
2.404
8.092

C: ' ' ~ ~ ' ' ~ ' ' YOIS7URE CONTENT
' 21
1 18
0 17
2
s , i ~/ F , . . .
8
0 i i ~ DAY DENSCTY. pc! llL0 L13.9 ll7..`.
.n . I I ~' DIAMETER. :n 2.°70 2.754 2.926
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HEIGHT
3
968
5
940
B90
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5
4
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' ' ' ' TEST VALUES AT M AXIMUM PRINCI PAL STRESS AAT10
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AXIAL STRAIN (s.)
SACS PRLSSUR [, pal 78.0
CILL PRTSSORE. pen 80.0
TOTAL LATERAL STRESS. ]ol 2.000
TOTAL AXIAL STR1:55, luf 9.850
DEVIATOR STRESS. Yaf L850
LF!'_CTIVE LATERAL STRESS. Yaf O.S48
L!P'_CT:VE AXIAL STRESS. Icsf 2.786
PORE PRESSURE. luf L43;
AXIA1 STRAIN. 10.02
STRAIN RAIL. ~/snia. 0.016
fie.o
70.0
4.000
7.899
7.88a
L581
3.414
2.419
16.84
0.012
78.0
80.0
6.000
!4.449
8.aa7
9.118
9.Sfi1
4.882
19.36
0.004
TYPE OP TSST: CU .rich pare prev~ure LIOVIO LIM[7 = 98
SAMPLE LOCAi]ON: T••t H°l• B O 10-20' PLASTICITY INOLX = 22 ~.
SAMPLE DESCR]PTION: R•m°ld°d O O3~ SPD PERCENT PASSiNC N0. 200 S1EVE = B6
SOIL D85CRIP7ION: S•ndF CLAY (CL1 MAY[MUM SPD DRY D72f5ITY = 112.5 PCF
OPTIMUM MOISTURE CONTENT = 13.5
TRIAXIAL COMPRESSION TEST RESULTS
.Job Name: Pond 010 Job No. 95-?384
Location: Yoast \4ine, P.outt Count:, Colorado Figure =3