PERMFILE133221

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 70 Appendix G Soil Gradation
• Media Type: D
• Archive: No

JAN 05 °~ SwT 11.~t3 NM
60.00
YI
0
40.00
tr'i
~f 20.00
as. 0e
40.00
K
s 32.00
n
y 24.00
0
16.00
8.00
0
RESULTS
C, psi 2.24
Q, dey 12. B
TAN b 0.23

F. tli

0
0
20.00 40.00 b0.00 80.00
Total Normal Stress, psi
100.00 120.00
SAMPLE N0. 1 2 3
WATER CONTENTr % 17.5 17.5 17.5
-r DRY DENSITY. pc4 99.8 99.8 99.8
SATURATION, 'l. 0.B 0.8 0.0
VOID RATIO 0.008 0.000 8.000
= DIAMETER, 1n 1.42 1.43 1.48
... HEIGHT, in 3.18 3.02 2.90
WATER CONTENTr % 0.0 0.0 0.0
r- DRY DENSITYr pcf 0.0 0.8 0.0
N SATURATION, 'l. 0.0 0.0 0.0
~ VOID RATIO 0.000 0.000 0.080
r- DIAMETER, in 1.42 1.43 1.48
a HEIGHT, in 3.18 3.02 2.40
HACK PRESSUREr psi 68.00 60.00 b0.00
CELL PRESSUREr ps! 73.00 85.00 95.00
FAILURE STRESS, pai 9.6719.15 30.04
PORE PRESSUREr ps! 69.96 72.20 72.56
STRAIN RATE, %imin. 0.817 0.017 0.017
5 10 13 20 ULTIMATE S7RESSr -si
Axial Strainr % PORE PRESSURE; psi
TYPE OF TEST: 3, FAILURE, psi 14.7131.07 52.48
CU with Pert pressures 3,FAILUREr psi 5.0432.72 22.44
SAMPLE TYPE: 3-in. Shelby Tub• CLIENT: Enteeh Engr.
DESCRIPTION:
•
PROJECT: Staged Cu Triaxial Test
LL• nir PLC Nr PIS with pore press. raeast.
SPECTFTC ORAVITYe nor SAMPLE LOCATION: Nr
REMARKS:
PROJ. NO.: DATE: 12-12-93
TRIAXIAL COMPRESSION TEST
FIO. No. COLORADO STATE UNIVERSITY