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 MONITORINGT237 1007 1 ST Avenue 224+27 VSL VSL SL Yes Level 3T236 1015 1 ST Avenue 225+13 VSL VSL SL Yes Level 3T235 1023 1 ST Avenue 225+71 VSL VSL SL Yes Level 3T234 1008 Western Avenue 224+52 SL SL SL Yes Level 3T233 1101 2 ND Avenue 227+69 N N N No Level 1T232 1109 2 ND Avenue 228+56 N N N No Level 1T231 1107 1 ST Avenue 227+24 VSL SL SL Yes Level 2T230 1119 1 ST Avenue 228+41 VSL VSL SL Yes Level 2T229 1100 Western Avenue 227+57 SL SL SL No Level 2T228 1209 2 ND Avenue 230+69 N N N No Level 1T227 1209 2 ND Avenue 231+83 N N N No Level 1T226 1206 1 ST Avenue 230+92 SL N VSL No Level 1T225 1216 1 ST Avenue 231+88 SL N VSL No Level 1T223 1201 1 ST Avenue 230+85 N M-S M-S No Level 3The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings 30Public 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 MONITORINGT222 1201 1 ST Avenue 232+32 N SL SL No Level 2T220 1212 Western Avenue 230+67 N N N No Level 1T218 1300 1 ST Avenue 233+74 N N VSL No Level 3T217 1301 2 ND Avenue 235+34 N N VSL No Level 2T216 1301 1 ST Avenue 233+32 N SL SL No Level 2T215 1315 1 ST Avenue 234+13 M N SL No Level 2T214 1321 1 ST Avenue 235+35 N N VSL No Level 2T213 1306 Western Avenue 233+20 N N N No Level 1T212 1312 Western Avenue 235+17 N N N No Level 1T210 1401 2 ND Avenue 238+87 VSL N N No Level 2T209 110 Union Street 237+67 VSL N N No Level 2T208 1412 1 ST Avenue 238+86 SL N VSL No Level 1T207 103 Pike Street 240+35 VSL N VSL No Level 1T205 98 Union Street 238+26 N N VSL No Level 2The Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 Bored Tunnel - Assessment of Settlement Impacts to Buildings 31Public 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: Table 4. Summary of Building Damage
Page 39 and 40: 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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