PERMFILE137510

• Permit No: M2001023
• IBM Index Class Name: Permit File
• Doc Date: 2/8/2000
• Doc Name: GEOTECHNICAL INVESTIIGATION AND SLOPE STABILITY EVALUATION PROPOSED CAMILLETTI RIVER PIT SE 1/4 SECT
• Media Type: D
• Archive: No

Specimen Paramatara !or Bpecimsa No. 2
Specimen Parameter Initial Consolidated Final

Wt. moist soil a.nd tare:
143.800 •
308.700
Wt. dry soil and. tare: 132.500 282.300
Wt. of tare: 0.000 150.100
Weight, gms: 143.8
Diameter, in: 2.480 2.480
Area, in=: 4.831 4.831
Height, in: 1.000 0.980
Net decrease in height, in: 0.020
~ Moisture: 8.5 20.0 20.0
Wet density, pcf: 113.4 127.9
Dry density, pcf: 104.5 106.6
Void ratio: 0.5533 0.5222
t Saturation: 40.1 99.4
Teat Readings Data for epecimen No. 2
Deformation dial constant= 1 in per input unit
Actual loads entered
Normal Stress = 2 .00 ksf
Stra in rate, in/:min = 0.0012
FAILURE STRES S = 2 .01 ksf at reading no. 13
ULTIMATE STRE SS = 1.46 ksf at reading no. 21
No. HORIZONTAL Load Load Strain Shear
Dial D~~f. Dial lbs $ Stress
Reading i:n Units ksf
0 0.0000 0.000 0.00 0.0 0.0 0.00
1 0.0025 0.003 4.40 4.4 0.1 0.13
2 0.0050 0.005 8.00 8.0 0.2 0.24
3 0.0075 0.008 10.90 10.9 0.3 0.32
4 0.0100 0.010 13.40 13.4 0.4 0.40
5 0.0125 0.013 16.00 16.0 0.5 0.48
6 0.0175 0.018 21.50 21.5 0.7 0.64
7 0.0200 0.020 24.20 24.2 0.8 0.72
8 0.0250 0.025 27.60 27.6 1.0 0.82
9 0.0372 0.037 34.00 34.0 1.5 1.01
10 0.0494 0.049 42.60 42.6 2.0 1.27
11 0.0744 0.074 56.50 56.5 3.0 1.68
12 0.0995 O.:L00 64.30 64.3 4.0 1.92
13 0.1245 O.:L25 67.50 67.5 5.0 2.01
14 0.1540 O.:L54 61.70 61.7 6.2 1.84
15 0.1746 O.:L75 58.10 58.1 7.0 1.73
16 0.1997 0.200 57.20 57.2 8.1 1.71
17 0.2247 0.225 55.40 55.4 9.1 1.65
18 0.2498 0.250 53.40 53.4 10.1 1.59
19 0.2748 0.275 50.80 50.8 11.1 1.51
20 0.3064 0.:306 49.20 49.2 12.4 1.47
21 0.3500 0.:350 49.10 49.1 14.1 1.46
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Project no.:1400C Knight Pi~sold Data file: 14000007