DRAFT (REVISED 3.11.2014) STUDY PURPOSE The purpose of this study is to evaluate transportation and associated land use issues, develop potential solutions, and to recommend improvements along the Route 6 corridor between County Street in the City of New Bedford and Green Street in the Town of Fairhaven. Specific focus will be given to the options and impacts associated with the potential replacement of the New Bedford/Fairhaven Bridge. It is important that the study be conducted utilizing an open and inclusive public-participatory approach that also takes into account needs of MassDOT, members of the Study Advisory Group, and other stakeholders. STUDY BACKGROUND The existing New Bedford/Fairhaven Bridge was completed in 1901 and is currently classified as functionally obsolete. The bridge is actually a system of three bridges that connect the mainland across two mid-harbor islands (Fish Island and Pope’s Island). The central bridge includes a moveable swing-span that allows boats to pass through into the northern harbor area while the east and west spans are fixed. It currently takes between 15 and 20 minutes to fully open and return the swing span to a closed position, resulting in extensive vehicular traffic delays (by comparison, modern moveable bascule bridges typically have openings in the range of 6 to 8 minutes). Additionally, the moveable span suffers from long-term deterioration despite extensive maintenance repairs. According to the MassDOT Bridge Rating report from 2000, the machinery and operating systems are in poor condition and require continued corrective maintenance and replacement of critical parts. The existing moveable bridge is also a barrier for larger ships accessing the northern waterfront land within the designated harbor areas of New Bedford harbor. According to the 2010 New Bedford-Fairhaven Municipal Harbor Plan, the future development of harbor activities north of Route 6 (including expansion of refrigerated cargo operations, short sea shipping operations, ferry, cruise ship and excursion/shuttle boat operations, etc.) is constrained by the horizontal clearances of the existing swing-span bridge. MassDOT is currently in the process of a $17.6 million project to increase the lifespan of the east and west spans of the bridge through improvements that include replacing joints and bearings, cleaning and repairing steel, and repairing the concrete and granite piers and abutments. However, this project did not include any work on the central moveable span. STUDY GOALS/OBJECTIVES During the study’s initial months, preliminary goals, objectives, and evaluation criteria will be developed and refined in conjunction with the Study Advisory Group (SAG). Goals define the general intentions and purposes for conducting the study based on the issues that have to be addressed. Objectives describe ways that the goals could be accomplished. The evaluation criteria are used to qualitatively and quantitatively measure how well each alternative meets the defined objectives. 2/27/14revised 3.11.14 1 | Page The following draft Goals and Objectives are for consideration and discussion by the Study Advisory Group and will be finalized as part of the intitial stages of the study. The draft Goals of the study include the following: Improve transportation vehicular, marine, bicycle, and pedestrian mobility, connectivity, and safety within the study area and regionally; Maximize economic development through improvements replacement or repair ofto the New Bedford/Fairhaven Bridge; and Identify feasible alternatives for short-, medium- and long long-term improvements in the corridor. The draft Objectives of the study include the following: Facilitiate economic opportunities for water -dependent industries in the New Bedford Harbor upper basin that may result from project alternatives; Improve existing bridge operational speed and reliability of bridge to reduce delay and travel time for vehicular and marine traffic; Reduce impacts to local roadway traffic due to bridge span openings; Mitigate impacts to marine traffic due to bridge span closings; Improve pedestrian and bicycle mobility and connectivity in the corridor and regionally; Minimize potential impacts to the community and environment from selected improvements; Support and ensure consistency with established local goals and regional plans; and Develop feasible short-, medium- and long- term implementation plans for selected improvements. EVALUATION CRITERIA Evaluation criteria are specific considerations, or measures of effectiveness, used to assess benefits and impacts of alternatives developed during the study. The draft evaluation criteria listed below are tied directly to the defined goals and objectives and therefore may change as the study goals and obectives are finalized. Additionally, as detailed information is available regarding differences among alternatives, evaluation criteria may be modified to provide the most relevant information for decision making. The draft Evaluation Criteria listed below include both qualitative and quantitative measures. When possible, qualitative measures will be monetized for comparison across transportation modes and to assess the overall performance of alternatives. All evaluation criteria – containing both quantifiable or more subjective, qualitative measures of effectiveness – will be used to determine the best solutions for the defined goals and objectives. 2/27/14revised 3.11.14 2 | Page Economic Development Opportunities Number of businesses impacted Economic development impacts Value of business Number of jobs Shipper cost savings Bridge Operations Bridge opening times Minutes per bridge closure Vertical clearances Feet of vertical clearance Horizontal clearances Feet of horizontal clearance Esitmated number of daily bridge openings Number per day Transportation Impacts Corridor intersections level of service (LOS) Operational functionality Corridor volume to capacity ratios 50th and 95th percentile queues Average roadway travel time along corridor Travel time Average roadway delay Average vessel delay Safety Compliance with ADA requirements Pedestrian and bicycle mobility and connectivity Bicycle/pedestrian delay Provision of bicycle facilities Provision of pedestrian facilities Vehicular safety Marine safety Conformance with AASHTO and MassDOT standards Delay to emergency vehicle access Impact to safe navigation Delay to emergency marine access Environment Impact to coastal resources (sq. ft.) Environmental impacts Impact to wetland resources (sq. ft.) Impact to natural resources Impact to air quality and greenhouse gases from idling vehicles Community Impact to protected and recreational open space Community impacts Impact to historical/archeological resources Impact to cultural resources Impact to business access Visual 2/27/14revised 3.11.14 Visual impacts 3 | Page Alternative Feasiblity Cost Capital and maintenance costs Construction duration Construction phase impacts Impacts to abutting land owners/businesses Impacts to Marine traffic Impacts to vehicular traffic Right of way impacts 2/27/14revised 3.11.14 Permanent and temporary right of way impacts 4 | Page