Nashua Developers Showcase
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M a S S a C H U S E T T S EXISTING ITS DEVICES in DISTRICT 5 and TURNPIKES October 1, 2021
Installed ITS Devices Roadways MAP E CCTV )" Patrol Sheds Interstate 89 DMS Interstate 93 MVDS Interstate 293 " VSL Interstate 393 Existing Devices District 5 & Turnpikes Everett Turnpike October 1, 2021 RWIS NH 101 0 2.25 4.5 9 US Routes Miles State Routes LACONIA BROOKFIELD DANBURY HILL SANBORNTON GILFORD 28A SPRINGFIELD DISTRICT 2 «¬ «¬106 DISTRICT 3 MIDDLETON TILTON BELMONT WILMOT 93 ALTON 11 NEW DURHAM ANDOVER FRANKLIN ¨¦§ «¬ 11 GILMANTON «¬140 MILTON «¬ ¤£4 NORTHFIELD NEW LONDON 103A SALISBURY «¬ FARMINGTON CANTERBURY BARNSTEAD SUTTON «¬129 «¬127 BOSCAWEN LOUDON NEWBURY «¬132 2 WEBSTER 103 PITTSFIELD T «¬ STRAFFORD C I 126 WARNER R ¤£3 «¬ T 89 CHICHESTER S ¨¦§ I 93 ¨¦§ 4 D CONCORD ¤£ BRADFORD EPSOM NORTHWOOD HOPKINTON WASHINGTON DISTRICT 6 202 PEMBROKE HENNIKER ¤£ HILLSBOROUGH «¬43 ALLENSTOWN 152 BOW DEERFIELD «¬ WINDSOR NOTTINGHAM DUNBARTON DEERING WEARE 156 «¬149 «¬77 HOOKSETT «¬ CANDIA ANTRIM EPPING 101 «¬ RAYMOND 101 GOFFSTOWN «¬ BENNINGTON «¬47 FRANCESTOWN 136 114A 293 «¬ «¬ ¨¦§ «¬28A AUBURN FREMONT HANCOCK NEW BOSTON BRENTWOOD MANCHESTER CHESTER GREENFIELD 13 «¬ 102 BEDFORD «¬ SANDOWN DISTRICT 4 121 DANVILLE 28B «¬ 6 «¬ T LYNDEBOROUGH C DUBLIN MONT VERNON I R 111 137 PETERBOROUGH 31 DERRY ¬ T «¬ «¬ « LONDONDERRY HAMPSTEAD S AMHERST I D MERRIMACK 28 NEWTON LITCHFIELD 128 «¬ «¬ ATKINSON WILTON JAFFREY TEMPLE SHARON MILFORD 3A «¬ WINDHAM 123 45 «¬ «¬ 101A «¬ SALEM 122 HUDSON «¬ FEE ¬ 111 GREENVILLE « «¬ HOLLIS RINDGE NEW IPSWICH MASON BROOKLINE NASHUA «¬38 ¬130 PELHAM 1«¬23A « M A S S A C H U S E T T S EXISTING ITS DEVICES IN DISTRICT 5 AND TURNPIKES October 1, 2021 DIRECTION OF MILE DEVICE NAME CITY/TOWN ROUTE LOCATION DESCRIPTION TRAVEL MARKER NH Route 101 Eastbound slope of the Meetinghouse RD/US 101 E 53.8 CCTV AX 5 Bedford NH 101 Eastbound 53.8 Route 3 intersection between US 3 and the Route 101 Eastbound on ramp. -
Purpose and Need Environmental Assessment Improvements to I-293 (FE Everett Turnpike), Exit 6 & 7 (Manchester 16099)
Purpose and Need Environmental Assessment Improvements to I-293 (FE Everett Turnpike), Exit 6 & 7 (Manchester 16099) The draft Purpose and Need outlined here is intended to describe and support the Environmental Assessment which is being developed pursuant to the National Environmental Policy Act (NEPA). The Purpose and Need helps to establish the basis for the development of alternatives, and is used to compare the effectiveness and the impacts of the Proposed Action against the No Action Alternative. The Purpose and Need statement is fundamental to the analysis of a project under NEPA, the Clean Water Act (Section 404), and other environmental regulations. Purpose The purpose of this project is to address capacity, safety, and access related deficiencies along a 3.5-mile portion of Interstate 293 (FE Everett Turnpike) in Manchester, New Hampshire, beginning north of Exit 5 (Granite Street) and ending north of Exit 7 (Front Street) by: • Correcting geometric and safety deficiencies while reducing congestion at problem locations within the Study Area; • Accommodating future traffic growth related to commuter trips and the transportation of commercial goods and services through the corridor; and • Improving access to the highway consistent with the long-term vision of the communities of Manchester and Goffstown. Need Interstate 293 (FE Everett Turnpike) is a north-south toll highway in central-southern New Hampshire which serves as a major transportation corridor linking the state capitol of Concord to the residential, industrial, and commercial centers in Manchester, Nashua, and north-central Massachusetts. Interstate 293 connects other regional highways including I-93, US 3, and NH 101 and serves as a major route for commuters and commercial activity. -
SNHPC Draft Congestion Management Process
Southern New Hampshire ABSTRACT Planning Commission Utilizing travel time data from thousands of drivers, this report identifies varying levels of congestion along roadways, their CONGESTION causes, and recommends strategies to mitigate existing and future MANAGEMENT congested conditions. PROCESS DRAFT October 2020 Table of Contents 1.0 Introduction ...................................................................................................................................................3 1.1 The SNHPC’s Role in Congestion Management ..................................................................................3 1.2 Requirements of a CMP ....................................................................................................................4 2.0 Overview of the CMP Process .......................................................................................................................6 3.0 Regional Objectives for CMP in the SNHPC Region ......................................................................................7 4.0 Definition of the SNHPC Regional CMP Network ...................................................................................... 10 5.0 Definition of Performance Measures ......................................................................................................... 12 6.0 Data and Monitoring of System Performance ........................................................................................... 13 6.1 Travel Time Index (TTI) Thresholds to Quantify Congestion .................................................................. -
2013 Master Plan Update, Merrimack NH
Merrimack, NH | 2013 Master Plan Update 9. Transportation 9.1 Introduction The Master Plan Update 2002 identified several critical areas of concern relative to existing congestion, transportation deficiencies, and the lack of connectivity within the Town. In addi- tion, the need to create a long-term transportation plan that accommodates mobility within the community for its residents, businesses and visitors and promotes development consis- tent with the Town’s vision was also identified. Key recommended actions from the 2002 report are summarized below with an update on the progress completed to date. Continue to work with the state and regional officials toward implementation of the Manchester Airport Access Road (MAAR) to improve access to the Manchester Airport for Merrimack residents and businesses while also improving access to northern Merrimack’s commercial and industrial areas to the F.E. Everett Turnpike. The MAAR, now formally named Raymond Wieczorek Drive, was completed and opened for public travel in the fall of 2011. The new interchange provides full north and south access between the F.E. Everett Turnpike and US Route 3 in Bedford, just north of the Merrimack town line. This interchange partially filled a gap in the regional transportation system for northern Merrimack residents and businesses where the existing F.E. Everett Turnpike Exit 12 configuration only provides ramps to/from the south. Previously motorists in the northern portion of the Town wishing to travel to/from the Turnpike north would have to travel via US Route 3 to the I-293/NH Route 101 interchange in Bedford to complete this trip or travel south to the Exit 11 interchange. -
Preliminary Design Report
Prepared For: F.E. Everett Turnpike Widening Project Nashua, Merrimack and Bedford, NH DRAFT Environmental Study Prepared By: State Project No. 13761 53 Regional Drive Concord, NH 03301 August 2018 Nashua-Merrimack-Bedford 13761 Environmental Study Contents 1 Introduction ...................................................................................................................................... 1-1 1.1 Project Background .................................................................................................................. 1-1 1.2 Lead Federal Agency ................................................................................................................. 1-1 1.3 Purpose and Need Statement .................................................................................................. 1-2 2 Alternatives ....................................................................................................................................... 2-1 2.1 Mainline Turnpike ..................................................................................................................... 2-1 2.2 Pennichuck Brook ..................................................................................................................... 2-3 2.3 F.E.E.T. over Greeley Street ...................................................................................................... 2-9 2.4 Naticook Brook ....................................................................................................................... 2-10 2.5 -
Bedford High School Exeter High School – William
BEDFORD HIGH SCHOOL From the Intersection of Route 114 and Route 101 in Bedford • Follow Route 101 West to the blinking yellow light. • Turn left onto Nashua Road. • Bedford High School will be approximately 1/4 mile on your right. EXETER HIGH SCHOOL – WILLIAM BALL STADIUM 1 Blue Hawk Drive (for GPS use 315 Epping Road) • From North/West (Manchester Area) Route 101 East to Exit 8, Brentwood. At the top of the ramp turn left. Go over overpass to stop sign. At stop sign, turn right onto Route 27E/Epping Road. High School Entrance is 1.2 miles down on the left. Stadium is located behind the school. • From East (Portsmouth Area) Route 101 West to Exit 9, Route 27 Exeter. At the top of the ramp turn right. High School entrance will be a few miles down on right. Stadium is located behind the school. DARTMOUTH COLLEGE, HANOVER, NH From the Boston area (~2.5 hours): • Take I-93 north to I-89 north at Concord, N.H. • Get off I-89 at Exit 18 in Lebanon, N.H. onto Route 120. (A sign says that it is the exit for Dartmouth College.) • Bear right off the exit, heading north on Rt.120 into Hanover. • 4.1 miles from the exit, Rt. 120 forks at a traffic light. • Bear right at the fork, following Rt. 120 one-half mile on South Park Street to the second traffic light. • Turn left at the light, onto East Wheelock Street. • Follow East Wheelock for two-tenths of a mile, when you will come to the Hopkins Center (left) and the Dartmouth Green (right). -
Fe Everett Turnpike
Congestion Management Report F.E. EVERETT TURNPIKE (SOUTH), NASHUA Segment Length: 6.7 miles Number of Traffic Signals: 0 Daily Traffic Volumes: 60, 000-69,000 Number of travel lanes: 6-8 Analysis Period: June 2015 Roadway Class: I (Principal Arterial — Other Freeways and Expressways) The F.E. Everett Turnpike serves as one of the primary north- attractions, including the Pheasant Lane Mall, downtown south thoroughfares in southern New Hampshire for Nashua, and the commercial corridors along NH 101A and vehicular traffic by connecting the state’s three largest the Daniel Webster Highway. cities: Manchester, Nashua and Concord. Since the Turnpike runs 44 miles from the Massachusetts border to Concord, Due to its role as a commuting corridor, the F.E. Everett the portion within the Nashua Region was divided into 3 Turnpike is expected to have some degree of congestion segments (North from Exit 13 to 10, Middle from Exit 10 to during peak travel times. In addition to the high volume of 7, and South from Exit 7 to the Massachusetts State line) in cars at certain peak travel times, contributors to this order to comprehensively study congestion during peak congestion are segments where travel lanes vary from two to periods. three lanes in either direction, and toll plazas, which require drivers to slow their speed. The Southern segment is located entirely within Nashua and extends from Interchange 7 (NH 101A/Amherst St) to the The Turnpike is operated by the New Hampshire Department Massachusetts state border. This segment of the Everett of Transportation’s Bureau of Turnpikes. -
Interstate System Toll Roads in the United States (In Operation As of January 1, 2017) Table T-1, Part 3
INTERSTATE SYSTEM TOLL ROADS IN THE UNITED STATES (IN OPERATION AS OF JANUARY 1, 2017) TABLE T-1, PART 3 HPMS Financing or State Name of Facility Toll ID Operating Authority California I-15 Value Pricing Project 16 San Diego Assoc of Gov; CA Dept of Trans California I-680 SMART Carpool Lanes 297 Alameda County Congestion Management Agency California I-880 / SR 237 Express Connector 298 Santa Clara Valley Transportation Authority California I-110 Express Lanes 313 Los Angeles County Metropolitan Transportation Authority California I-10 Express Lanes 338 Los Angeles County Metropolitan Transportation Authority Colorado HOV/Tolled Express Lanes 24 Plenary Roads Denver Colorado I-70 Eastbound Mountain Express Lane 258 High Performance Transportation Enterprise Colorado I-25 North to 120th Ave. 259 High Performance Transportation Enterprise Delaware John F. Kennedy Memorial Highway (Delaware Turnpike) 28 DE Dept of Trans Delaware John F. Kennedy Memorial Highway (Delaware Turnpike) 28 DE Dept of Trans Florida Alligator Alley (Everglades Parkway) 44 FL Dept of Transportation Florida I-95 Express 302 FL Dept of Transportation Florida I-595 Express 340 FL Dept of Transportation I 595 Express, LLC Georgia I-85 Express Lanes 360 State Road and Tollway Authority (SRTA) Illinois Ronald Reagan Memorial Tollway 72 IL State Toll Highway Authority Illinois Ronald Reagan Memorial Tollway 72 IL State Toll Highway Authority Illinois Veterans Memorial Tollway 73 IL State Toll Highway Authority Length 1/ Interstate From To Miles Kilometers Rural/Urban Route SR 56/ Ted Williams Pkwy SR 52 8.00 12.87 Urban 15 SR 84/ Pleasanton SR 237 Milpitas 14.00 22.53 Urban 680 I-880 SR 237 4.00 6.44 Urban 880 Harbor Gateway Transit Center Adams Blvd 11.00 17.70 Urban 110 Alameda St/Union Station I-605 14.00 22.53 Urban 10 20th Ave, downtown Denver US 36 and Kalamath St. -
Purpose and Need Report (Appendix G)
PURPOSE AND NEED REPORT I-93 Transit Investment Study Submitted to: The New Hampshire Department of Transportation and Massachusetts Executive Offi ce of Transportation Submitted by: HNTB Corporation May 2007 New Hampshire Department of Transportation Massachusetts Executive Office of Transportation I-93 Transit Investment Study Purpose and Need Report Prepared by In association with Parsons Brinckerhoff Inc. Jacobs Edwards & Kelcey Fitzgerald & Halliday, Inc. May 2007 I-93 Transit Investment Study Purpose and Need Report Table of Contents Table of Contents ......................................................................................................................... i List of Figures .............................................................................................................................. ii List of Tables............................................................................................................................... iii I. Purpose and Need............................................................................................................... 1 A. Introduction ..................................................................................................................... 1 B. Project Purpose .............................................................................................................. 1 C. Project Need.................................................................................................................... 1 D. Study Goals and Objectives ........................................................................................ -
Transportation Improvement Program
Transportation Improvement Program FY 2021 – FY 2024 Southern New Hampshire Planning Commission Auburn, Bedford, Candia, Chester, Deerfield, Derry, Francestown, Goffstown, Hooksett, Londonderry, Manchester, New Boston, Weare, Windham DRAFT DRAFTJanuary 22, 2021 TABLE OF CONTENTS 1. INTRODUCTION ................................................................................................................. 1 2. EFFECT OF TIP ON REGIONAL TRANSPORTATION PERFORMANCE .............. 4 2.1 Effect of the TIP on Regional Safety Performance ..................................................... 5 2.2 Effect of the TIP on Infrastructure Condition ............................................................ 8 2.3 Effect of the TIP on System Performance .................................................................. 10 2.4 Effect of the TIP on Transit Asset Management ....................................................... 12 2.5 Effect of the TIP on Carbon Monoxide Emissions ................................................... 15 3. REGIONAL PROJECT SELECTION PROCESS .......................................................... 17 4. AIR QUALITY CONFORMITY ....................................................................................... 19 4.1 Transportation Conformity Requirements ............................................................... 19 4.2 Latest Planning Assumptions ..................................................................................... 20 4.3 Consultation Requirements ....................................................................................... -
Fe Everett Turnpike Widening Feasibility Report
F.E. EVERETT TURNPIKE WIDENING FEASIBILITY REPORT Feasibility of Widening the 2-Lane Segments of the Turnpike to 3-Lanes in Each Direction from Nashua to Bedford Prepared by: NH Department of Transportation Bureau of Highway Design & Bureau of Turnpikes November 2010 1 I. INTRODUCTION This report presents the findings of a study which evaluates the feasibility of widening the 2-lane segments of the F. E. Everett Turnpike (FEET) to 3-lanes in each direction from the Massachusetts/New Hampshire state line northerly to the Interstate 293 interchange in Bedford, a total distance of approximately 20 miles. Within these study limits the Turnpike passes through the communities of Nashua, Merrimack and Bedford. See Figure 1 for a graphic of the study area. The goal of the study is to evaluate the need for widening the narrow segments, identify pertinent issues and constraints, and estimate the cost of the potential improvements. The existing Turnpike is at least 3 lanes in each direction through virtually all of Nashua, and between Exit 10 and Exit 11 in Merrimack. It is also currently being widened to 3 lanes in each direction in the vicinity of the Manchester Airport Access Road (MAAR) interchange in northern Merrimack and southern Bedford. This leaves three segments of 2-lane highway: • Southern Segment – in Nashua and Merrimack between Exit 8 and Exit 10 • Middle Segment – in Merrimack between Exit 11 and the southern limit of work of the MAAR project • Northern Segment – in Bedford between the northern limit of work of the MAAR project and the I-293 interchange The locations of the three 2-lane segments are depicted on Figure 2. -
F.E. Everett Tolling Study
New Hampshire Department of Transportation F.E. Everett Turnpike Tolling Study EXECUTIVE SUMMARY This summarizes the results of a tolling study of the F.E. Everett Turnpike from the Massachusetts State Line in Nashua to Interstate 293 in Manchester. Wilbur Smith Associates was retained by the New Hampshire Department of Transportation Bureau of Turnpikes to evaluate the potential negative toll revenue impact that the Manchester Airport Access Road (MAAR) could have on the Everett Turnpike, as well as, the feasibility of eliminating one or more of the Merrimack ramp toll plazas. Eleven alternative tolling scenarios along the Everett Turnpike were studied to assess their potential to eliminate one or more of the Merrimack ramp toll plazas, and minimize or off-set the loss of toll revenue as a result of the MAAR. The New Hampshire Department of Transportation as required by HB 2010, which was signed into law on June 28, 2010, will present a report of the F.E. Everett Turnpike study to the Governor, Governor’s Advisory Commission on Intermodal Transportation (GACIT), House, Senate, and legislative committees on or before November 30, 2010. Details of the tolling study results are included in the full report. PROJECT BACKGROUND AND DESCRIPTION THE CENTRAL TURNPIKE The New Hampshire Turnpike system is comprised of three independent Turnpike systems; the F.E. Everett (Central) Turnpike, the Blue Star Turnpike and the Spaulding Turnpike. This study focused on the portion of the Central Turnpike from the Massachusetts State Line in Nashua to Interstate 293 in Manchester (Figure ES-1). Within these limits, there is an existing mainline toll plaza located in Bedford and three ramp toll plazas located at Bedford Road (Exit 12), Continental Boulevard (Exit 11), and Industrial Drive (Exit 10) in Merrimack.