SR99 Bored Tunnel-Assessment of Settlement Impacts ... - SCATnow

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PROPERTY IDPROPERTY ADDRESSAPPROXIMATE TUNNEL STATIONEXISTINGCONDITIONSB&C ANALYLSISQUALITATIVEANALYSISN=Negligible, VSL=VerySlight, SL=Slight,M=Moderate, M-S=Moderate to Severe, S=Severe, S-VS=Severe toVery Severe, VS=VerySevereBUILDING HISTORIC STATUSLEVEL OF MONITORINGT166 1917 1 ST Avenue 248+69 VSL N N Yes Level 1T165 1921 1 ST Avenue 249+11 VSL N N Yes Level 1T164 1923 1 ST Avenue 249+40 VSL N N Yes Level 1T162 1925 1 ST Avenue 250+07 N N N Yes Level 1T161 80 Stewart Street 247+46 N N N Yes Level 1T160 1912 Pike Place 248+24 M N N Yes Level 1T159 116 Stewart Street 248+56 SL N N No Level 1T158 1915 2 ND Avenue 249+44 M N N No Level 1T157 1919 2 ND Avenue 250+17 SL N N No Level 1T156 1921 2 ND Avenue 250+46 N N N No Level 1T155 1931 2 ND Avenue 251+25 N N N No Level 1T154 1920 1 ST Avenue 249+88 N N N No Level 1T153 1924 1 ST Avenue 250+30 SL N N No Level 1T151 1932 1 ST Avenue 250+87 N N N Yes Level 1The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings 34Public Disclosure Request 11-0123 for Elizabeth Campbell - 2nd installment
PROPERTY IDPROPERTY ADDRESSAPPROXIMATE TUNNEL STATIONEXISTINGCONDITIONSB&C ANALYLSISQUALITATIVEANALYSISN=Negligible, VSL=VerySlight, SL=Slight,M=Moderate, M-S=Moderate to Severe, S=Severe, S-VS=Severe toVery Severe, VS=VerySevereBUILDING HISTORIC STATUSLEVEL OF MONITORINGT148 1902 2 ND Avenue 249+66 VSL N N Yes Level 1T147 1926 2 ND Avenue 251+44 SL N N Yes Level 1T146 2033 2 ND Avenue 254+88 N N N No Level 2T144 2000 1 ST Avenue 252+59 N N N No Level 2T143 2016 1 ST Avenue 253+41 SL N N No Level 1A149 2021 1 st Avenue 252+05 N N N No Level 1A147 2030 1 st Avenue 254+62 VSL N N No Level 1A146 2100 1 st Avenue 256+26 VSL N N No Level 2A144 120 Lenora Street 256+79 N N N No Level 2A143 2117 2 nd Avenue 257+58 SL N N No Level 1A142 2119 2 nd Avenue 258+10 VSL N N No Level 1A141 2127 2 nd Avenue 258+75 VSL N N No Level 1T142 2001 3 RD Avenue 254+24 SL N N No Level 1T141 2013 3 RD Avenue 254+96 N N N No Level 1The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings 35Public Disclosure Request 11-0123 for Elizabeth Campbell - 2nd installment
Page 5 and 6: Table of Contents1.0 EXECUTIVE SUMM
Page 7 and 8: Proposed SR 99 Bored Tunnel -Assess
Page 9 and 10: The damage classification for the r
Page 11 and 12: 2.0 Program Description & Backgroun
Page 13 and 14: 2.2 Tunnel Project DescriptionThe T
Page 15 and 16: 2.2.3 North Access Project Descript
Page 17 and 18: 3.0 Building AssessmentThe tunnel a
Page 19 and 20: . History of settlement - based upo
Page 21 and 22: 4.0 Settlement and Ground Movement4
Page 23 and 24: Figure 3. Generalized Transverse Se
Page 25 and 26: 5.0 Building Response to Excavation
Page 27 and 28: Table 2. Building Damage Classifica
Page 29 and 30: tunnel axis), the settlement trough
Page 31 and 32: 6.0 Results of Structural Analyses6
Page 33 and 34: Therefore, high-rise buildings alon
Page 35 and 36: Table 4. Summary of Building Damage
Page 37 and 38: PROPERTY IDPROPERTY ADDRESSAPPROXIM
Page 39: PROPERTY IDPROPERTY ADDRESSAPPROXIM
Page 47 and 48: 7.0 ReferencesAttewell, P.B.; Yeate
Page 49 and 50: Appendix ATunnel Alignment Plan She
Page 51 and 52: A1Legend! ! SeawallPiersAreawaysTun
Page 53 and 54: T161NOTES :1) ASSESSMENT OF DAMAGE
Page 55 and 56: A3LegendMONORAILEBIAreawaysTunnelTu
Page 57 and 58: Appendix BBuilding Damage Classific
Page 59 and 60: Figure B-1. Graphical Illustration
Page 61 and 62: Appendix CBuilding Assessment Forms
Page 63 and 64: List of Abbreviations Used in Build
Page 65 and 66: Distance to Tunnel:• Horizontal o
Page 67 and 68: example, T311 and T312 are the same
Page 69 and 70: Appendix DBoscardin and Cording Ana
Page 71 and 72: Table of Contents1.0 B&C ANALYSIS M
Page 73 and 74: 1.0 B&C Analysis MethodThe building
Page 75 and 76: Offset, Yδε hLβDeparture from tu
Page 77 and 78: Figure D-1. Building Location Coord
Page 79 and 80: 1.00.90.80.7G((X-XT)/KZ)0.60.50.40.
Page 81 and 82: 2.0 B&C Damage ClassificationsTable
Page 83 and 84: 3.0 E/G RatioE/G is based upon Tabl
Page 85 and 86: 4.0 Building HeightBuilding height
Page 87 and 88: 5.0 Foundation DepthThe analysis to
Page 89 and 90: Appendix EMonitoringThe Alaskan Way
Page 91 and 92:
Table of Contents1.0 INTRODUCTION .
Page 93 and 94:
1.0 IntroductionThe potential groun
Page 95 and 96:
2.0 Basic MonitoringManual survey p
Page 97 and 98:
3.0 Tilt Meter Monitoring3.1 Goals3
Page 99 and 100:
4.0 GPS Monitoring4.1 Goals4.2 Impl
Page 101 and 102:
5.0 Automated Monitoring Total Stat
Page 103 and 104:
6.0 Distributed Data Acquisition6.1
Page 105 and 106:
The emerging capability of wireless
Page 107 and 108:
7.0 Levels of MonitoringEach buildi
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