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

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Appendix A Logs of Borings LIST OF PLATES Plate A-0A Plate A-0B Plate A-1 Plates A-2 to A-7 Soil Classification Properties Legend Formational Material Description, Legend for Report Boring Logs Site Plan and Boring Locations Logs of Borings (XV-11 through XV-15) Seismic Stability Evaluation Report Dingee Reservoir Dam August 2008
Page 1 and 2:
Seismic Stability Evaluation Report
Page 3 and 4:
Seismic Stability Evaluation Report
Page 5 and 6: Seismic Stability Evaluation Report
Page 7 and 8: 1.0 Introduction 1.1 Background Thi
Page 9 and 10: 2.0 Project Description 2.1 Site Se
Page 11 and 12: 3.0 Geotechnical Exploration and La
Page 13 and 14: advanced using a hollow stem auger.
Page 15 and 16: 3.3 Laboratory Testing Soil and roc
Page 17 and 18: 5.0 Subsurface Conditions Based on
Page 19 and 20: Native Material The in-situ moistur
Page 21 and 22: For slope stability analyses, both
Page 23 and 24: We have tabulated the results for b
Page 25 and 26: Table 8 Seismic Slope Stability Ana
Page 27 and 28: 8.0 Conclusions and Summary of Dam
Page 29 and 30: Mitigating Liquefaction Hazards in
Page 31 and 32: Reservoir Roof B A A’ XV-11 (Sta.
Page 33 and 34: DINGEE RESERVOIR DAM SEISMIC STABIL
Page 35 and 36: Elevation (Feet) 780 770 760 750 Re
Page 37 and 38: U-Line: PI =0.9*(LL-8) 60 50 40 30
Page 39 and 40: Total Density (PCF) 775.0 770.0 765
Page 41 and 42: 0.200 0.300 0.400 0.500 0.600 0.700
Page 43 and 44: 5000.0 4500.0 4000.0 3500.0 3000.0
Page 45 and 46: 5000.0 4500.0 4000.0 3500.0 3000.0
Page 47 and 48: 5000.0 4500.0 4000.0 3500.0 3000.0
Page 49 and 50: Material m (pcf) Dam Fill 126.8 Na
Page 51 and 52: Material m (pcf) sat (pcf) c (psf
Page 53 and 54: Material m (pcf) sat (pcf) C T (p
Page 55: 1.5 Displacement (ft) 1.0 0.5 Kobe
Page 68 and 69: 9 10 11 12 13 14 15 16 17 18 19 20
Page 70 and 71: 2 119 120 121 122 123 124 125 126 1
Page 72 and 73: TABLE B-2 SUMMARY OF ATTERBERG LIMI
Page 74 and 75: TABLE B-3 SUMMARY OF CONSOLIDATED U
Page 76: TABLE B-5 DIRECT SHEAR TEST RESULTS
Page 116:
Appendix D Geologic Evaluation Repo
Page 126 and 127:
856 Seaview Drive PACIFIC ENGINEERI
Page 129 and 130:
Reference: American Society of Civi
Page 131 and 132:
Earthquak e Table 2 Basis Time Hist
Page 133 and 134:
Figure Set 2. Spectrally matched ac
Page 135 and 136:
Figure Set 2 (cont.) PACIFIC ENGINE
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
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