Dingee Reservoir Final Seismic Report - East Bay Municipal Utility ...

TABLE B-4
UNCONFINED COMRESSION TEST RESULTS
Lab No Boring Led Elevation Sample
Fill or
Bedrock
Soil
Symbol
MC %
Total
Density
(PCF)
Dry
Density
(PCF)
Void
Ratio
Saturatio
n (%)
Specific
Gravity
Sigma 3
(PSF)
Deviator
Stress
(psf)
Sigma 1
(psf)
Strain P-TOT
(PSF)
NA XV-11 @ 762.2 MC-4-II Fill 20.8 125.1 103.6 0.63 89.7 2.70 2000.0 950.0 2950.0 5.00 2475.0 475.0 475
NA XV-11 @ 761.7 MC-4-I Fill 22.3 124.3 101.6 0.66 91.5 2.70 1500.0 1200.0 2700.0 5.00 2100.0 600.0 600
NA XV-11 @ 756.7 MC-6-I Native 12.8 137.6 122.0 0.38 90.7 2.70 5000.0 7500.0 12500.0 5.00 8750.0 3750.0 3750
NA XV-12 @ 764.2 MC-3-I Fill 15.0 136.9 119.0 0.42 97.4 2.70 1500.0 3600.0 5100.0 5.00 3300.0 1800.0 1800
NA XV-12 @ 760.7 PT-5 Fill 18.9 126.6 106.5 0.58 87.7 2.70 2510.0 2000.0 4510.0 5.00 3510.0 1000.0 1000
NA XV-13 @ 760.2 MC-3-II Fill 23.3 124.5 101.0 0.67 94.2 2.70 3000.0 1600.0 4600.0 5.00 3800.0 800.0 800
NA XV-13 @ 747.2 MC-8-I Fill 24.7 121.8 97.7 0.72 92.1 2.70 5000.0 1950.0 6950.0 5.00 5975.0 975.0 975
NA XV-13 @ 745.2 MC-9-II Native 19.8 127.1 106.1 0.59 90.9 2.70 6000.0 2800.0 8800.0 5.00 7400.0 1400.0 1400
NA XV-12 @ 733.2 MC-12-I Sandstone 11.6 135.3 121.2 0.39 80.3 2.70 8000.0 5400.0 13400.0 1.90 10700.0 2700.0 2700
NA XV-14 @ 736.7 MC-5-I Fill 18.8 133.5 112.4 0.50 101.7 2.70 2000.0 3150.0 5150.0 5.00 3575.0 1575.0 1575
NA XV-15 @ 749.5 MC-1-III Fill 21.5 121.6 100.1 0.68 85.0 2.70 990.0 700.0 1690.0 5.00 1340.0 350.0 350
NA XV-15 @ 742.0 MC-3-II Sandstone 7.8 134.1 124.4 0.35 59.4 2.70 3000.0 5400.0 8400.0 5.00 5700.0 2700.0 2700
Q-TOT
(PSF)
Shear
Strength
(PSF)
W:\WORKGRP\DATA\Yprashar\Projects\Dingee\Lab_Data\SHEAR STRENGTH_Results_1.xls
TABLE B-4 - UU TEST
7/30/2008
3:40 PM