| PROJECT | ABSTRACT | YEAR |
Speed Limit Engineering Studies ~ Underhill (2010):
Underhill | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2010
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Main Road Speed Limit Study ~ Huntington, Vermont:
Huntington | This study was undertaken at the request of the Town of Huntington in order to evaluate existing and potential speed transition zones buffering the town?s three villages along Main Road. The appendices contain 3 distinct Speed Limit Engineering Studies for different locations along Main Road. | 2009
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Exit 16 Circulation Study:
Colchester | The US 2/7 corridor in the vicinity of the I-89 Exit 16 interchange in Colchester has grown to become a key arterial that connects Burlington and Winooski to points north, which burdens the corridor with significant commuting pressures. The objective of this study was to develop a plan for future transportation system improvements based on reasonable and likely growth scenarios. A secondary objective was to initiate discussion with VTrans and Act 250 to affect changes in policy requirements and development review processes regarding transportation impacts in congested areas. | 2009
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Traffic Impact Analysis for Milton Square:
Milton | The following presents a traffic impact assessment for the proposed expansion of the Milton Square shopping center located on US Route 7 in Milton. This Project is being developed as a planned commercial development that will effectively consolidate the existing shopping center with two other adjacent commercial lots: the Minor Funeral Home and Lot 12C of the Haydenberry Subdivision. | 2008
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Town of Huntington Pavement Management Study:
Huntington | Pavement condition study for the Town of Huntington covering the year 2008. | 2008
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Dickinson Street Alternatives Analysis:
Jericho | The Dickinson Street Alternatives Analysis study was conducted to evaluate the preliminary feasibility of improving Dickinson Street to accommodate two-way vehicular traffic as envisioned in the Underhill Flats planning charrette. This report was prepared by Resource Systems Group, Inc for the Town of Jericho as part of a technical assistance grant awarded to the Town by the Chittenden County Metropolitan Planning Organization (CCMPO). The study findings will be used by the Town as part of their future planning and redevelopment of the Underhill Flats area. | 2007
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Town of Milton Pavement Management Study:
Milton | Pavement condition study for the Town of Milton covering the year 2006. | 2007
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Town of Charlotte Ferry Road Sidewalks:
Charlotte | The Town of Charlotte would like to determine the feasibility and approximate costs of installing sidewalks along Ferry Road in the heart of the Village. The sidewalks would increase pedestrian mobility and safety, and encourage more people to walk rather than drive. | 2007
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Town of Underhill Route 15 Sidewalk Feasibility Study: Final Report:
Underhill | A feasibility study for sidewalk improvements along Park Street and VT Route 15 from Park Street to Meadow Lane. The pre-existing sidewalk that extends along the east side of VT Route 15 between Park Street and the fire station was in very poor condition and needs to be replaced. In addition to evaluating the replacement of this existing sidewalk, the Selectboard requested an evaluation of new sidewalk installation from the fire station to Meadow Lane. | 2007
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Exit 17 Growth Center Transportation Study:
Colchester | The purpose of this study is to identify transportation system improvements for the Exit 17 Growth Center in Colchester, VT assuming that a wastewater system is implemented that allows the area to reach its development potential as envisioned by the Town. This study describes the characteristics of the existing transportation system in the Exit 17 Growth Center and evaluates its performance relative to congestion, safety, access management, and bicycle and pedestrian access. Traffic projections are developed for a twenty-year planning horizon that account for regional background growth, trips generated for two land use scenarios, and the effect of the proposed Circumferential Highway and a new I-89 exit at West Milton Road. Several highway and intersection design alternatives are developed to accommodate the twenty-year traffic forecasts, the alternatives are evaluated and recommended, and a phasing plan is presented. | 2006
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Speed Limit Engineering Studies ~ Charlotte (2006):
Charlotte | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2006
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Street Grid Evaluation:
Williston | This report summarizes the analysis of potential impacts of a new grid street system, as identified in the Town?s Comprehensive Plan, which will provide for local circulation and access to existing and future businesses and homes in Taft Corners area. Current traffic conditions are documented (adjusted to the year 2008 as base year) and then various modeling techniques are used to determine traffic condition for future scenarios, assuming they are constructed by the year 2018. | 2006
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Shelburne Village Traffic Circulation Alternatives Analysis:
Shelburne | This report evaluates alternatives to improve the area around intersection of US 7/Harbor Road/Falls Road south to Church Street in Shelburne?s village center. The primary goal is to improve vehicular and pedestrian mobility. In addition, pedestrian and vehicular safety, parking, aesthetics, property impacts and providing for future growth in the village are important considerations. | 2006
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Final Report on the Susie Wilson/Route 15 Jughandle:
Essex Junction / Essex | This report evaluates the operations and safety concerns related to the westbound Route 15 jughandle lane at the Susie Wilson Road/Route 15 intersection in Essex Junction. Alternatives are proposed and evaluated that will allow for safe direction reversal for eastbound Route 15 traffic. The Village of Essex Junction initiated the study through a request to the Chittenden County Metropolitan Planning Organization's Technical Assistance program. | 2005
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Hinesburg Center Road Feasibility Study:
Hinesburg | To improve the transportation network in the village, the Town of Hinesburg requested assistance from the Chittenden County MPO (CCMPO) in examining the feasibility of a connector road in the center of the village area of Hinesburg. The connector would provide convenient bicycle and pedestrian accommodations and facilitate internal traffic movements in the village center. | 2005
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Essex Junction Fleming and Summit Street Schools ~ Technical Assistance Report (DRAFT) :
Essex Junction | This report responds to traffic congestion and safety issues at Fleming and Summit Street schools when students arrive and depart from the school. CCMPO staff attended several meetings of an ad-hoc safety committee at Fleming School and arranged to have outside experts audit the pedestrian routes near the schools as part of a Walkable Communities workshop in June 2003. | 2004
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Speed Limit Engineering Studies ~ Underhill (2004):
Underhill | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2004
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Speed Limit Engineering Studies ~ Hinesburg (2004):
Hinesburg | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2004
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Feasibility Study West Side Road:
Hinesburg | The goal was to determine the feasibility of a new north/south alternative alignment west of Route 116, from Silver Street, just south of the Route 116 intersection, to Shelburne Falls Road. | 2004
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Roland Court ? Exit 15 - Alternatives Analysis:
Winooski | This study evaluates the operational and safety benefits of modifications to the VT 15 intersection with the I-89 Exit 15 northbound off ramp and Roland Court located in the City of Winooski, VT. | 2004
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City of South Burlington Pavement Management Study ~ Draft:
South Burlington | Pavement condition study for the City of South Burlington covering the year 2004. | 2004
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Town of Jericho Roadway Surface Management Study:
Jericho | Pavement condition study for the Town of Jericho covering the year 2004. | 2004
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Brookside Road & Cambridge Road Pathways ~ Westford, Vermont:
Westford | This study evaluates alternatives for providing pedestrian accommodations along the initial segment of Brookside Road, up to the Westford Elementary School. The Town also requested that this study address potential traffic calming measures to control vehicle speeds along Brookside Road, if this roadway is paved. Additionlly, this study includes alternatives for providing pedestrian accommodations along Cambridge Road, from VT Route 128 to Huntley Road. | 2003
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Speed Limit Engineering Studies ~ Underhill (2002):
Underhill | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2002
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Speed Limit Engineering Studies ~ Underhill (2001):
Underhill | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 2001
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Essex Junction Highway-Rail Grade Crossing Study:
Essex Junction | The Village of Essex Junction requested the MPO examine the automating a switch between the New England Central Railroad Mainline and the Winooski Branch of the New England Central Railroad, which travels to Burlington. In response to this request, the MPO has examined what it would take to automate the switch and presents the general findings in this report. | 2000
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Spear Street & Lime Kiln Road: Intersection Study:
Charlotte | The intersection of Spear Street & Lime Kiln Road in the Town of Charlotte been identified as a substandard intersection by the town. This intersection is located at the top of a hill and has inadequate sight distances. The purpose of this study is to explore cost effective ways to improve the intersection. | 2000
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Jericho Center Speed Study:
Jericho | Jericho Center residents are concerned that vehicular speeds through Jericho Center are too great. The Town has installed road signage and orange, pedestrian drums at cross walks in an effort to reduce speeds. At the Town's request, CCMPO conducted speed counts on Brown's Trace Road as it approaches and passes through the village of Jericho Center. This report presents the results of those speed counts. | 1999
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Analysis of Through Traffic Mitigation Alternatives: Proctor/Hadley/Meadow Neighborhood, South Burlington:
South Burlington | This study summarizes alternatives proposed to remove through traffic from the Proctor / Meadow / Hadley Neighborhood located on the east side of US 7 just north of I-189. The neighborhood streets serve as a shortcut between US 7 and Swift Street. Based on a license plate survey conducted by Resource Systems Group (RSG), it was found that approximately 80 to 85% of the traffic in the neighborhood is cut though traffic. | 1999
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Speed Limit Engineering Studies ~ Underhill (1999):
Underhill | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 1999
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Speed Limit Engineering Studies ~ Westford (1996):
Westford | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 1996
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Speed Limit Engineering Studies ~ Huntington (1994):
Huntington | Municipalities occasionally have need to re-evaluate locations on their local roads where the posted speed limit may be questionable. Vermont State law (Title 23 V.S.A. Section 1007) authorizes local governing bodies to establish effective and enforceable speed limits on town highways at not more than 50 MPH or less than 25 MPH on the basis of a traffic engineering study. Such an investigation helps to establish that any posted speed limit is safe, justified, and reasonable, based on the prevailing conditions of the particular roadway. | 1994
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U.S. Route 7 ~ Town of Milton: Traffic Engineering-Transportation Planning Assistance Project:
Milton | This memorandum summarizes the findings and recommendations for the examination of locations along U.S. Route 7 in the Town of Milton. This document reflects comments received from the Town and the client, the Chittenden County Regional Planning Commission (CCRPC), at a preliminary briefing, and is accompanied by four scaled aerial photograph plan sheets depicting the recommendations. The memorandum is organized by the four locations examined along U.S. Route 7 intersections with: 1. Lake Road, 2. Main Street, 3. Middle Road/Railroad Street Extension, and 4. West Milton Road/Racine Road. Each of the locations is discussed below beginning with a description of existing conditions and observed problems. | 1989
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| PROJECT | ABSTRACT | YEAR |
Ferry/Lake Road Multi-Way Stop Warrant:
Charlotte | 2009 Review of relevant multi-way stop warrants for the Ferry and Lake Road intersection. At that time a multi-way stop was not warranted. | 2010
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Biscayne Heights Bicycle & Pedestrian Safety:
Colchester | 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. | 2009
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Mallets Bay Avenue, West Lane, & Union Street Signal Warrants Analyses:
Winooski | 2009 Review of relevant traffic signal warrants analyses for the subject intersection. The intersection is well below the traffic signal warrant thresholds. Therefore the existing signal could be removed following proper removal procedure and improving the corner sight distances. | 2009
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US 7 & Main Street Signal Warrants Analyses:
Milton | 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. | 2008
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Camels Hump Middle School Middle School ~ Short-Term Design Recommendations:
Richmond | The Camels Hump Middle School participated in the CCMPO's 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 school's access 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. | 2007
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Hydrologic & Hydraulic Analysis of East Thompsons Point Road (TH46) on Thorp Brook: Charlotte, Vermont:
Charlotte | Hydrologic & Hydraulic Analysis of East Thompsons Point Road Culvert Crossing on Thorp Brook in Charlotte, Vermont (Bridge 26 on Town Highway 46). | 2006
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Mt. Philo/State Park Rd Multiway Stop Warrant Analysis:
Charlotte | 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
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Ferry/Lake Rd Multiway Stop Warrant Analysis:
Charlotte | 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. | 2006
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South Winooski Avenue Lane Reduction:
Burlington | 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). | 2002
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