CCMPO received a technical assistance request from the Town of Colchester in January 2008 to examine bicycle and pedestrian issues in the Biscayne Heights neighborhood.

Initially the intersection did not satisfy any signal warrants. Upon further review it was discovered the intersection would satisfy warrants under what is known as the 70% factor which is available at intersections with approach speeds in excess of 40 mph.

The purpose of this project is to compare the results of field-adjusted optimized signal timing plans with previous plans during AM, PM and Saturday peak periods at twelve intersections along Williston Road and Dorset Street in South Burlington.   The study also provides comparison of performance measures such as average delays, queue lengths and emission impacts from both plans.  A list of short, mid and long-term capital improvement projects is recommended in the study including signal equipment upgrades. 

The Camels Hump Middle School participated in the CCMPO Safe Routes to School pilot program in 2005. A significant amount of planning was done during the pilot program that outlined several goals and concepts for infrastructure improvements adjacent to the access to the school along Jericho Road. The pilot program developed a plan dated November 2005 that outlined several potential projects that would improve the visibility and significance of the area.

Hydrologic & Hydraulic Analysis of East Thompsons Point Road Culvert Crossing on Thorp Brook in Charlotte, Vermont (Bridge 26 on Town Highway 46).

2006 Review of multi-way stop warrants for the Mt. Philo and State Park Road intersection. The MUTCD Multiway Stop criteria are not met. A 4-way stop at this intersection is not recommended.

2006 Review of multi-way stop warrants for the Ferry and Lake Road intersection. The preliminary investigation of traffic volumes suggest the volume warrants for a multi-way stop would not be met.

Resource Systems Group was asked to explore the impact on traffic during the PM peak hour of converting the cross-section of South Winooski Avenue between Main Street and Pearl Street from 4 lanes to 3 lanes. This conversion would result in 1 northbound lane, 1 southbound lane, and a shared center two-way left-tum lane (TWLTL).

This technical memorandum summarizes the results of the Mary Street project access and roadway alternatives. The memo describes the approach to the analysis, results, and conclusions regarding each alternative.

The purpose of the parking study was to assess the key characteristics of parking demand at the Waterfront so that we can accurately estimate future conditions.