BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY

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2.0 INTRODUCTION The existing Mitchell River Bridge (Bridge Number C-07-001 (437)) in Chatham, Massachusetts, which is owned and maintained by the Town of Chatham, was planned for replacement under the Massachusetts Department of Transportation (MassDOT) Accelerated Bridge Program. This project will be supported in part with Federal funding through the Federal Highway Administration (FHWA) and, therefore, is subject to review under Section 106 of the National Historic Preservation Act of 1966, as amended [36 CFR 800]. As part of the Section 106 process, FHWA and MassDOT submitted documentation to the Keeper of the National Register of Historic Places in September 2010 requesting formal determination of the Mitchell River Bridge’s eligibility for listing in the National Register. The Keeper subsequently determined in October 2010 that the bridge is eligible for listing in the National Register. The Keeper found that the existing Mitchell River Bridge was a “rare example” and “of exceptional significance as the last remaining single-leaf wooden drawbridge in Massachusetts (and perhaps the entire United States)” and “an exceptionally important part of the community’s historic identity.” The Keeper’s finding overturned a series of earlier findings by the Massachusetts State Historic Preservation Officer in 1984, 1985, and more recently in January 2010 and July 2010 that the bridge was not eligible for listing in the National Register. This study develops and evaluates repair and rehabilitation alternatives for the undertaking that could avoid, minimize or mitigate adverse effects to the National Register eligible Mitchell River Bridge, as required under 36 CFR 800.6(a). This report makes the following distinction between rehabilitation and repair: Repair of an existing bridge is generally defined as work needed to restore a bridge to original condition and does not correct major safety defects or upgrade a bridge to current design standards. Rehabilitation of an existing bridge is generally defined as work including modifications and repairs needed to correct major safety defects and to preferably upgrade the bridge to meet current design standards. Evaluation of bridge replacement alternatives is not considered in this study. Repair/Rehab. Feasibility Study March 10, 2011 Bridge No. C-07-001 (437) 5 Final Report
3.0 <strong>BRIDGE</strong> DESCRIPTION Bridge Number C-07-001 (437) carries Bridge Street over the Mitchell River between Stage Harbor Road and the intersection of Main Street and Morris Island Road in the Town of Chatham. Bridge Street is a two-lane local road with two-way traffic and is classified as an Urban Collector with Average Daily Traffic of 2,100 vehicles of which approximately 6% are trucks. The bridge is approximately 192 feet long and consists of a twelve span timber trestle structure including a single-leaf timber bascule type lift span. There has been a timber drawbridge at this location continually since 1858. However, the bridge has been replaced, reconstructed and modified numerous times since the first bridge was initially constructed. The known history of the bridge generally is as follows: Location: Bridge No. C-07-001 (437) Location Map • The original 1858 bridge included a timber double-leaf bascule span and timber approach spans that were significantly longer than the present bridge. Repair/Rehab. Feasibility Study March 10, 2011 Bridge No. C-07-001 (437) 6 Final Report
Page 1 and 2: BRIDGE REPAIR/REHABILITATION FEASIB
Page 3 and 4: 1.0 EXECUTIVE SUMMARY The existing
Page 5: such there is a risk that the proje
Page 9 and 10: Photo 2 - Present Mitchell River Br
Page 11 and 12: 4.0 ELEMENT CONDITION & REHABILITAT
Page 13 and 14: Based on the 1997 load rating analy
Page 15 and 16: promotes growth in the number and s
Page 17 and 18: 4.2.2 Deck NBIS Condition Rating: 5
Page 19 and 20: Rehabilitation Scope: In order to m
Page 21 and 22: 4.2.5 Railings NBIS Condition Ratin
Page 23 and 24: Functionality and Safety: Eliminati
Page 25 and 26: Although in-place preservative trea
Page 27 and 28: The bascule span timber stringers c
Page 29 and 30: Repair Scope: Although the timber m
Page 31 and 32: Use of an all steel counterweight w
Page 33 and 34: additional force effects, the speci
Page 35 and 36: typically loose. The steel guardrai
Page 37 and 38: Functionality and Safety: The cap b
Page 39 and 40: The surface decay and deterioration
Page 41 and 42: the interior of the piles where the
Page 43 and 44: Load Capacity: The current loss in
Page 45 and 46: Visual Impacts: Replacement of the
Page 47 and 48: Condition Description: There are cu
Page 49 and 50: 5.0 OTHER CONSIDERATIONS 5.1 Naviga
Page 51 and 52: SUMMARY OF TIMBER ELEMENT SERVICE L
Page 53 and 54: 5.3 Funding The project is currentl
Page 55 and 56: navigation opening. The estimated c
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• Continued replacement, repair a
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APPENDICES A. Existing Bridge Plans
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APPENDIX B Structures Field Inspect
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PAGE 3 OF 22 CITY/TOWN B.I.N. BR. D
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CITY/TOWN B.I.N. BR. DEPT. NO. 8.-S
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PAGE 2 OF 7 CITY/TOWN B.I.N. BR. DE
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APPENDIX C Load Rating Summary (199
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MAINTENANCE AND REHABILITATION OF T
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Figure 14-1. - Many covered bridges
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(discussed later in this chapter),
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Figure 14-5. - Liquid wood preserva
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wood, and other openings to the atm
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Table 14-1. - Number and size of ho
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member noting treatment information
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Figure 14-11. - Splicing and scabbi
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STRESS LAMINATING Stress laminating
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ond between separated sections, inc
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onding the old and new pile section
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GENERAL PROCEDURES FOR EPOXY REPAIR
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openings will allow epoxy to escape
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Another quality control problem is
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6. Avent, R.R. 1985. Factors affect
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Integrated Remedial Protection of W
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Figure l-Effect of fumigant applica
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Table 1- Residual MITC content in D
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of reinvasion (Forsyth and Morrell,
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might represent the best option, wh
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In: Ritter, M.A.; Duwadi, S.R.; Lee
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Present and Potential Commercial Ti
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2 U.S. DEPT. OF AGRICULTURE HANDBOO
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10 U.S. DEPT. OF AGRICULTURE HANDBO
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APPENDIX F FRP Pile Jackets
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about its hazard to human health. T
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Fig. 5. Cross section of wood pile
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(Lopez-Anido et al. 2004c). For exa
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Table 1. Cost Items for FRP Composi
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Hardcore Composites. (2000). Hardsh
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CALCULATION COVER SHEET Project Nam
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URS Corp. 260 Franklin Street Bosto
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APPENDIX I Correspondence
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BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY

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