PERMFILE107575

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: AS-BUILT REPORT SEDIMENTATION STRUCTURES POND 016
• Section_Exhibit Name: TAB 13 ATTACHMENT 13-5F
• Media Type: D
• Archive: Yes

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F- YOISIUAE CONTENT, S
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u DAY DENSRY, pef
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q MOISTURE CONTENT. X
~ DAY DENSITY, pcf
1" DIAMETER, in
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5 10 15 20
AXIAL SfHAIN (:)
15.6 la.B la.a
107.2 107.8 107.6
2.{04 2402 2.404
9.025 6.090 8.092
21.1 18.0 17.2
ll1.0 115.8 117.5
2.970 2.994 2.929
3.068 3.840 3.998
TEST VALUES AT YAX[11UL PRINCIPAL SIRESS RATiO
BRCS PRESSURE, pal 78.0 ee.o 78.0
CZLL PR755D RB. pst 80.0 70.0 80.0
TOTAL LATERAL STRESS. ]ai 2.0110 1.000 9.OD0
TOTAL AXIAL STRESS, Icel 9.e30 7.899 14.+49
DEVIATOR STRESS. Yaf L89o 9.696 a.as1
ElFECTIVE LATERAL STRESS, kef 0.546 1.581 D.I18
EPPECTIVE AXIAL STRESS. Irel 2~Ba 3.411 9.36[
PORE PRESSURE. Icat L454 2.419 1.88E
AXIAL STRAIN. 10.02 16.64 19.56
STRAIN AATE, ~/mia. 0.1116 0.012 0.004
TYPE OP TEST: CII .riL~ pore yrereurr
SAY PLC LOC1210N: lot Nob a O f0-20'
9AYPLE DESCRIPTION: Remolded O 73: SPD
SOIL DBSCAIP710N: Send) CLAY (CL)
LIGUIO LIYL7 = 98 7.
PLdSTICITY INDPY = 2~ ,.
PERCENT PASSING N0, 2011 SIEVE = a6 •
NAY[YUY SPD DRY DENSITY = 1IZ3 PCF
OPTIMUM YOISTU RE CONTENT = 13.3
TRIAXIAL COMPRESSION TEST RESULTS
.lob name: Pond 010 l _Tob fVo. 95-?384
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