PERMFILE66688

• Permit No: C1981038
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Volume 6 Phase III Stability Analysis - Supplemental Geotechnical Study
• Media Type: D
• Archive: No

~Cam~ert ana ~,~~ociates
• CONSULTING GEO TECHNICAL ENGINEERS ANO MATERIAL TES TfNG
TEST RESULTS
PROJECT PROJECT N0, M90119GE DATE 7 30 90
,_{'y nrtlS (lrrharrl ~]allc~ / /
LOCATION xole 1 8 inches -lei feet SOURCE Haul road
SAMPLE N0. 3712 SP-ECIFICATION`
SIEVE ANALYSIS
U. S. STD. CUMULATIVE
SIEVE SIZE PERCENT PASSING
lei" 100
1" 97
3/4" 93
1/2" 86
3/B" 86
NO. 4 80
NO, 8 76
NO,10 76
N0,16 73
N0,30 70
N0,40 67
NO,SO 64
NO,100 57
N0.200 52
Moisture Confent; 10.48
Sampled On: 7/27/90
Sample Description: Clay
ATTERBERG LIMITS TESTS
Liquid Limit = 30
Plastic Limit = 18
Plasticity Index = 12
Clay, slightly gravelly
Figure 62
•It is our understanding that the noted specification is the project specification.