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Custon House Board of Trade Building Hotel Proposal

Custon House Board of Trade Building Hotel Proposal

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Excerpt from Custon House Board of Trade Building Hotel Proposal: Final Project Impact Report

The proponent will work with the Boston Transportation Department (BTD) in regards to the preparation and execution of the Transportation Access Plan. Traffic flow and pedestrian flow will be analyzed carefully by both BTD and the proponent to provide the highest level and quality of access. Measures will be studied to reduce trip generation during peak traffic hours.

The proponent will continue to work with the MBTA on the proposed Aquarium Station extension. A Construction Management Plan will be drafted and reviewed with BTD prior to formal submission.

1. Page 28 of the Transportation Access Plan Report prepared by Vanasse Hangen Brustlin, Inc. is provided at the end of this section.

2. The precise peak hours were not specified in the report because the peak hour generally varies among count locations. No system-wide peak hour could be identified, except for weekday mornings when all morning peak period counts showed the peak hour to be between 8:00 and 9:00 AM. Evening weekday peak hours varied between 4:30 to 5:30 PM and 5:00 to 6:00 PM.

The greatest variation occurred on the weekend. The automatic traffic recorder count on State Street showed a peak hour between 2:00 and 3:00 PM on Saturday, while the count on Broad Street showed a peak hour between 3:00 and 4:00 PM on Saturday. As a result of these counts, a five intersection turning movement counts were conducted between 2:00 and 4:00 PM on Saturday. The highest hourly volume occurred during four different periods at the five intersections. Two intersections had peak volumes between 2:00 and 3:00 PM, while the other three locations varied between 2:15 to 3:15 PM, 2:30 to 3:30 PM, and 3:00 to 4:00 PM.

3. The following is an explanation of the reduction in volume for the right turn from State Street onto India Street from 180 movements/hour to 80 movements/hour:

The reduction in volume was shown in the left-turn volume from State Street to India Street and was the result of an incorrect volume shown on Figure 2, Existing Traffic Volumes. The existing volume should be 80 and remains unchanged under No-Build conditions (Figure 6). Under Build conditions the volume rises to 148. The existing volume was incorrect only on the figure. The level-of-service analysis for Existing conditions was conducted using the correct volume.

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