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Baltimore-Washington Parkway Widening Feasibility Study

Baltimore-Washington Parkway Widening Feasibility Study

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<strong>Baltimore</strong>-<strong>Washington</strong> <strong>Parkway</strong> <strong>Widening</strong> <strong>Feasibility</strong> <strong>Study</strong>Alternatives DefinitionAlternative 2: <strong>Widening</strong> of Mainline to the Inside Right-of-WayThis alternative consists of the addition of a third general use travel lane adjacent to the “inside” edge(left side or driver’s side) of the existing pavement by using available space in the existing <strong>Parkway</strong>median. In those areas where there is insufficient space for inside widening, then narrower shouldersmay be proposed with an understanding that a design exception would be required if the studyadvances further into the formal project development process.Some of the potential advantages associated with this option include increasing vehicular capacity of theB-W <strong>Parkway</strong>, and possibly relieving congestion on the secondary roadway system with the NPS andAASHTO/SHA widening options. In addition, the use of such an inside widening concept would likelyreduce the number and/or scale of potential direct impacts to adjacent properties, communities andenvironmental resources. These reductions would be more anticipated with the NPS option. However,minimal impacts are anticipated with the AASHTO/SHA option based on the need for addition of anoutside shoulder to the proposed cross section.Some members of the TAC viewed this alternative as modifying the park-like characteristics of the B-W<strong>Parkway</strong> with the narrowing or elimination of the median as a result of the third lane.It was decided that this alternative would be carried forward to the next phase of the feasibility study,since it could benefit the region by increasing vehicular carrying capacity, thus possibly reducingcongestion on the secondary roadway system.Alternative 3: <strong>Widening</strong> of Mainline to the Outside Right-of-WayThis alternative consists of the addition of a third general use travel lane adjacent to the outside edge(right side or passenger side) of the existing pavement. Advantages include increasing vehicular capacitywith the NPS and AASHTO/SHA options as noted in the above alternative and avoiding impacts to the<strong>Parkway</strong>’s existing median, particularly with the NPS design standards alternative. However,disadvantages include potential larger-scale impacts to adjacent properties, environmental resources,and sensitive species areas with the NPS or AASHTO/SHA design option. In addition, some impacts areanticipated in the parkway median area since a new inside shoulder would need to be added to theroadway cross-section with the AASHTO/SHA option.It was decided that this alternative would be carried forward to the next phase of the feasibility studysince it could benefit the region by increasing vehicular carrying capacity, thus possibly reducingcongestion on the secondary roadway system. A number of public agency and citizen commentsexpressed concern with consideration of this option, both with respect to possible direct and indirectimpacts on adjacent communities, as well as the potential for a dramatic change in the overall characterand feel of the existing <strong>Parkway</strong>.31 November 2012

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