This study developed and identified a recommended alternative for the Richmond Road, North Road, and Texas Hill Road intersection that improves the safety and comfort of the traveling public and nearby residents of Hinesburg.

This memorandum summarizes the feasibility of continuing bicycle lanes through the intersections of Williston Road at Kennedy Drive/Airport Drive and Williston Road at Hinesburg Road/Patchen Road by reallocating roadway space used by vehicles.

The East Allen Street Gateway Enhancements Scoping Study examines the East Allen Street (Vermont Route 15) corridor from the Winooski Circulator east through the I-89 interchange to Roland Court to identify a suite of transportation and streetscape recommendations that improve safety and enhance accommodations for all modes along this important gateway into Winooski.

This report examines realigning the sidewalk on the east side of VT-116 across the Lantman's exit with the intent of changing the signal phasing of the side streets from split to concurrent as a means to reduce congestion through Hinesburg Village.

The Chittenden County Regional Planning Commission (CCRPC) and the City of South Burlington (the City) initiated this study to analyze and evaluate the feasibility of mid-block crossings in multiple locations in South Burlington, Vermont.

This is a scoping report for the intersections of Colchester Avenue, Riverside Avenue, Barrett Street, and Mill Street located in Burlington. It was conducted and coordinated with a separate scoping study of the adjacent Winooski River Bridge.

This analysis evaluated the MUTCD guidance, commonly referred to as warrants, as it pertains to the installation of multi-way stop control at the intersection of North Williston Road and Mountain View Road. It can also be found as an appendix to the North Williston Road Scoping Study.

This study is a supplemental to the Exit 14 Signal Systems assessment study to investigate traffic operations at the Williston Road and Dorset Street, Dorset and Kennedy Drive intersections.  This study analyzed traffic operations with an alternative lane use by converting one of the two existing westbound left turn lanes on US 2/Williston Rd. into a third through lane and limit use of the far-right westbound lane to traffic destined to the Holiday Inn or the I-89 northbound ramp, and converting the exclusive northbound right turn lane on Dorset Street into a shared through/right turn lane at the Kennedy Drive intersection.

This study evaluated traffic signal equipment  for 13 intersections along US Route 2 and Dorset Street in the vicinity of I-89 Exit 14 in Burlington and South Burlington for compliance with current signal design standards and ability to support new traffic control technologies. The study identified short, medium and long range improvements and developed cost estimates for proposed improvements.