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

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Proposed SR 99 <strong>Bored</strong> <strong>Tunnel</strong> -<strong>Assessment</strong> <strong>of</strong> <strong>Settlement</strong> <strong>Impacts</strong> toBuildings1.0 Executive SummaryAn initial assessment <strong>of</strong> impacts to the buildings along the SR 99 roadway alignmentdue to the construction <strong>of</strong> the proposed bored tunnel alternative is presented in thisreport. <strong>Tunnel</strong>ing is expected to result in settlements <strong>of</strong> varying magnitude, whichdepend on many factors. The evaluation process started with an assessment <strong>of</strong> theexisting condition <strong>of</strong> buildings along the alignment, followed by an analysis topredict settlement associated with tunneling. The amount <strong>of</strong> settlement assumed inthe analysis is a baseline from which refinements or mitigations can be measured.<strong>Settlement</strong> corresponding to 0.5% <strong>of</strong> the tunnel cross sectional area (termed “lostground”) was assumed. This amount <strong>of</strong> settlement is not fixed or final, but areasonable assumption on which to initiate the assessments. On the basis <strong>of</strong> thepredicted settlement, an analysis was performed to predict building damage. For thebuildings with the greatest potential damage, further structural engineering analysisand evaluations were performed. Finally, a qualitative evaluation <strong>of</strong> the potentialimpacts to the buildings was made by structural engineers knowledgeable in the type<strong>of</strong> structures encountered along the tunnel alignment. The unmitigated buildingimpacts are expressed as the damage that may take place. Damage is quantified bythe nature <strong>of</strong> the anticipated repairs that may be required. This assessment <strong>of</strong> thepotential unmitigated settlement impact for each building will be followed by furtherstudies <strong>of</strong> alternatives and mitigations, when appropriate, as the documents forconstruction are prepared.The south portal construction for the proposed SR 99 <strong>Bored</strong> <strong>Tunnel</strong> Alternativeproject will extend north from Royal Brougham Way along Alaskan Way with theheadwall for the bored tunnel occurring just south <strong>of</strong> South King Street. Passingunder Alaskan Way and the existing viaduct, the tunnel would then traverse a largeradius curve beginning just south <strong>of</strong> South Washington Street, pass under WesternAvenue and continue diagonally under Seattle’s central business district to FirstAvenue. Near Stewart Street, the alignment would traverse a large radius curve tothe north, extending beyond and diagonal to the street grid <strong>of</strong> Seattle’s Belltownneighborhood. The tunnel would then travel under Denny Way into the SixthAvenue North right-<strong>of</strong>-way and transition to a cut-and-cover section north <strong>of</strong>Thomas Street.Buildings along the alignment range from single-story unreinforced masonrybuildings with wood framed ro<strong>of</strong> structures to multi-story residential and <strong>of</strong>ficeThe Alaskan Way Viaduct & Seawall Replacement Program March 2010Proposed SR 99 <strong>Bored</strong> <strong>Tunnel</strong> - <strong>Assessment</strong> <strong>of</strong> <strong>Settlement</strong> <strong>Impacts</strong> to Buildings 1Public Disclosure Request 11-0123 for Elizabeth Campbell - 2nd installment

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