An Assessment of the Adequacy of US-Canadian Infrastructure to Accommodate the Trade Through Eastern Border Crossings

Total Page:16

File Type:pdf, Size:1020Kb

An Assessment of the Adequacy of US-Canadian Infrastructure to Accommodate the Trade Through Eastern Border Crossings III 1111111111111111111111111111 u.s. Department PB95-112041 of Transportation Federal Highway Administration Intermodal Surface Transportation Efficiency Act Section 6015 Study: Assessment of Border Crossings and Transportation Corridors for North American Trade (Northeast) . An Assessment of the Adequacy of U.S-Canadian Infrastructure to Accommodate the Trade through Eastern Border Crossings REPRODUCED BY: I!I§, u.s. Depart.ment of Co~merc:e . National Techmcallnformatlon Service Springfield, Virginia 22161 NOTICE The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official policy of the Department of Transportation. The United States Government does not endorse the products or manufacturers. Trademarks or manufacturers' names appear herein only because they are considered essential to the objective of this document. This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. REPORT DOCUMENTATION PAGE Form Approved OM8 No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for revieWIng instructions( searchin, existing data sources, gathering and maintaining the data needed, and completing and reviewing the co lection 0 information. Send comments regarding this burden estimate or any' other .. aspect of this collection of information, including suggestions for reducIng thIS burden, to washin~ton He~arters ~~5~~~~~6:Pi~~t~~a~~ .. fg~fl~!0~~tion operat!~sR~ .. ~epg~ts, 12'5R~~~~~~~np~~Y!~tH~8~~2~61~~te",!s~:.,,~~~i~~ogl\'iX~ i 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED 1111111111111111111111111111111 February 1994 Final Report PB95-112041 August 1992-January 1994 4. TITLE AND SUBTITLE 5. FUNDING NUMBERS An Assessment of the Adequacy of the U.S. Canadian Infrastructure to Accommodate Trade through Eastern Border HW476/H4027 Crossings: 6. AUTHOR(S) Amy C. Flanagan, Richard J. Horn, Sarah A. Maccalous, Nicholas Scotti, John C. Taylor 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION U.S. Department of Transportation REPORT NUMBER Research and Special Programs Administration DOT/VNTSC-FHWA-94-3 John A. Volpe National Transportation Systems Center Cambridge, MA 02142 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/MONITORING U.S. Department of Transportation AGENCY REPORT NUMBER Federal Highway Administration FHWA-PL-94-009-05 400 7th Street, S.W. Washington, DC 20590 11. SUPPLEMENTARY NOTES 12a. DISTRIBUTION/AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE This document is available to the public through the National Technical Information Service, Springfield, VA 22161 13. ABSTRACT (Maximum 200 words) The Intermodal Surface Transportation Efficiency Act (ISTEA) of 1991 calls for a study of U.S. international border crossings. The objective of the study is to identify existing and emerging trade corridors and transportation subsystems that facilitate trade between the United States, Canada, and Mexico. This report contains an assessment of infrastrstructure in place and planned, an identification of current trade and transportation flows, and an assessment of emerging trade corridors. 14. SUBJECT TERMS 15. NUMBER OF PAGES Intermodal Surface Transportation Efficiency Act (ISTEA) , North American Trade and Transportation, 16. PRICE CODE 17. SECURITY CLASSIFICATION 18. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATION 20. LIMITATION OF ABSTRACT OF REPORT OF THIS PAGE OF ABSTRACT Unclassified Unclassified Unclassified NSN 7540-01-280-5500 Standard Form 298 (Rev. 2-89) Prescribed by ANSI Std. 239-18 298-102 APPROXIMATE CONVERSIONS TO SI UNITS APPROXIMATE CONVERSIONS FROM SI UNITS Symbol When You Know Multiply By To Find Symbol Symbol When You Know Multiply By To Find Symbol LENGTH LENGTH in inches 25.4 millimeters mm mm millimeters 0.039 inches in· ft feet 0.305 meters m m meters 3.28 feet ft yd yards 0.914 meters m m meters 1.09 yards yd mi miles 1.61 kilometers km km kilometers 0.621 miles mi AREA AREA 2 2 2 in square inches 645.2 square millimeters mm2 mm square millimeters 0.0016 square inches in m2 ft2 square feet 0.093 square meters m2 square meters 10.764 square feet ft2 m2 yd2 square yards 0.836 square meters m2 square meters 1.195 square yards yd2 ac aaes 0.405 hectares ha ha hectares 2.47 aaes ac 2 2 2 mi square miles 2.59 square kilometers km2 km square kilometers 0.386 square miles mi VOLUME VOLUME fI oz fluidounces 29.57 milliliters mL mL milliliters 0.034 fluidounces fI oz gal gallons 3.785 liters L L liters 0.264 gallons gal 3 ft3 cubic feet 0.028 cubic meters m3 m cubic meters 35.71 cubic feet ft3 3 ycfJ cubic yards 0.765 cubic meters m3 m cubic meters 1.307 cubic yards yd3 3 NOTE: Volumes greater than 1000 I shall be shown in m • MASS MASS oz ounces 28.35 grams g g grams 0.035 ounces oz Ib pounds 0.454 kilograms kg kg kilograms 2.202 pounds Ib T short tons (2000 Ib) 0.907 megagrams Mg Mg megagrams 1.103 short tons (2000 Ib) T (or "metric ton") (or "to) (or "to) (or "metric ton") TEMPERATURE (exact) TEMPERATURE (exact) OF Fahrenheit 5(F-32)/9 Celcius °C °C Celcius 1.8C + 32 Fahrenheit OF temperature or (F-32)/1.8 temperature temperature temperature ILLUMINATION ILLUMINATION fc foot-candles 10.76 lux Ix Ix lux 0.0929 foot-candles fc 2 2 fI foot-Lamberts 3.426 candela/m cdlm2 cdlm2 candela/m 0.2919 foot-Lamberts fI FORCE and PRESSURE or STRESS FORCE and PRESSURE or STRESS Ibf poundforce 4.45 newtons N N newtons 0.225 poundforce Ibf 2 Ibflin2 poundforce per 6.89 kilo pascals kPa kPa kilo pascals 0.145 poundforee per Ibflin square inch square inch • SI is the symbol for the International System of Units. Appropriate (Revise~ September 1993) rounding should be made to comply with Section 4 of ASTM E380. 1111111111111111111111111111111 PB95-112041 An Assessment of the Adequacy of U.S-Canadian Infrastructure to Accommodate the Trade through Eastern Border Crossings Sponsored by the Office of Policy Development Federal Highway Administration August 1994 PREFACE The Intermodal Surface Transportation Efficiency Act (ISTEA) of 1991 called for a study of U.S. international border crossings. The objective of the study was to 'identify existing and emerging trade corridors and transportation subsystems that facilitate trade between the United States, Canada, and Mexico.' The Federal Highway Administration, U.S. Department of Transportation, conducted this study. The study assessed the adequacy of transportation infrastructure at the borders to accommodate current and future trade and traffic levels. In order to accomplish this objective, three subtasks were defined: o Conduct an inventory of current and planned infrastructure at the borders. o Identify existing international trade corridors among the North American trading partners. o Identify emerging trade corridors. In the conduct of this study, available data were collected from Canadian, the U. S. and Mexican public and private sources. The study team undertook an extensive outreach effort to bring local and state interests into the process. Shippers and carriers participated in meetings across the country to identify issues and to provide recommendations and suggested solutions. Meetings were held in Canada and Mexico to gain a better perspective to the total picture of border concerns. For practical purposes, the study was divided into several regional activities. This was to reflect separately some of the concerns and problems presumed to be unique to those regions. The results of one of these efforts is presented in this report. The John A. Volpe National Transportation Systems Center (Volpe Center) was tasked to perform the assessment of the ability of the border crossings along the eastern, U. S.­ Canadian border to meet current and future transportation needs of the trade between Canada and the U.S. The inventory assessment was conducted by the Volpe Center and Wayne State University. This work draws upon previous studies and data collection efforts. These sources were augmented by data from border crossing authorities and inspections of facilities. The trade flow analysis was performed using foreign trade data from the U.S. Bureau of the Census. This is the primary Federal source of data on foreign trade. This database has most of the information collected under authority granted to U.S. Customs for data on imports and to the Bureau of the Census for data on exports. The primary objectives of this data base are accounting for tariffs and items in the national income and product account. Thus much of the data important to transportation analysis is limited and the level of reliability varies. There are also severe restrictions placed on the release of detailed data to the public. III From the beginning of the process, it was detennined that a purely statistical analysis could not adequately capture the concerns and knowledge in the transportation and trade community. The outreach efforts were intended to overcome this constraint. Two Roundtable meetings, held in Buffalo, New York, and St. Louis, Missouri, were important in obtaining insight from the local and regional interests. A Futures Assessment meeting held in Detroit, Michigan, provided additional input to the trade and traffic discussion. The results of these sessions are reported on separately. This study, including the activities of the study team members conducting each of the regional analyses, is a fIrst step in the development of a more comprehensive understanding of trade and traffIc flows in North America. Applications for policy and planning at all level of government and in the private sector can be enhanced by these data and continued improvement of the infonnation.
Recommended publications
  • Ultimate RV Dump Station Guide
    Ultimate RV Dump Station Guide A Complete Compendium Of RV Dump Stations Across The USA Publiished By: Covenant Publishing LLC 1201 N Orange St. Suite 7003 Wilmington, DE 19801 Copyrighted Material Copyright 2010 Covenant Publishing. All rights reserved worldwide. Ultimate RV Dump Station Guide Page 2 Contents New Mexico ............................................................... 87 New York .................................................................... 89 Introduction ................................................................. 3 North Carolina ........................................................... 91 Alabama ........................................................................ 5 North Dakota ............................................................. 93 Alaska ............................................................................ 8 Ohio ............................................................................ 95 Arizona ......................................................................... 9 Oklahoma ................................................................... 98 Arkansas ..................................................................... 13 Oregon ...................................................................... 100 California .................................................................... 15 Pennsylvania ............................................................ 104 Colorado ..................................................................... 23 Rhode Island ...........................................................
    [Show full text]
  • 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.
    [Show full text]
  • Narrative Report
    䤀ⴀ㠀㤀 䰀攀戀愀渀漀渀Ⰰ 一䠀 ⴀ 䠀愀爀琀昀漀爀搀Ⰰ 嘀吀 䈀爀椀搀最攀 刀攀挀漀渀猀琀爀甀挀琀椀漀渀 ☀ 圀 椀搀攀渀椀渀最 倀爀漀樀攀挀琀 吀䤀䜀䔀刀 㤀 ⴀ 䜀爀愀渀琀 䄀瀀瀀氀椀挀愀琀椀漀渀 U.S. Department of Transportation Transportation Investment Generating Economic Recovery ”TIGER” GRANT APPLICATION PROJECT NARRATIVE REPORT Project Name: I-89 Lebanon, NH – Hartford, VT Bridge Reconstruction and Widening Project Project Type: Bridge Rehabilitation Project Location: Urban, Lebanon, NH and Hartford, VT Project Website: https://www.nh.gov/dot/projects/lebhart16148/index.htm Funds Requested: $10,000,000 (28%) Other State and Federal Funds New Hampshire: $17,056,000 (48%) Vermont: $ 8,544,000 (24%) Total Construction Costs: $35,600,000 Contact: Mr. L. Robert Landry, Jr., P.E. Administrator, Bureau of Bridge Design New Hampshire Department of Transportation 7 Hazen Drive, PO Box 483 Concord, NH 03302-0483 Telephone: 603.271.3921 [email protected] DUNS #: 80-859-1697 Vietnam Veterans Memorial Bridges Interstate 89 Lebanon, NH – Hartford, VT 1 Table of Contents OVERVIEW AND INTRODUCTION ................................................................................................................. 3 PROJECT DESCRIPTION ................................................................................................................................. 5 TRANSPORTATION CHALLENGES THE PROJECT AIMS TO ADDRESS ........................................................... 7 HOW THE PROJECT WILL ADDRESS THESE CHALLENGES ............................................................................ 7 PROJECT PARTIES ........................................................................................................................................
    [Show full text]
  • I-89 Commuter Transit Service Study FINAL REPORT April 2017
    I-89 Commuter Transit Service Feasibility Study FINAL REPORT Upper Valley Lake Sunapee Regional Planning Commission April 2017 I-89 Commuter Transit Service Feasibility Study AECOM Table of Contents 1. Introduction .................................................................................................................................................. 1 2. Goals and Objectives ................................................................................................................................... 1 3. Previous Studies .......................................................................................................................................... 1 4. Existing Transit Services .............................................................................................................................. 3 4.1 Local Bus Transit ............................................................................................................................... 3 4.2 Commuter Bus Transit ....................................................................................................................... 5 4.3 Intercity Transit .................................................................................................................................. 6 4.4 Rideshare Services ........................................................................................................................... 6 4.5 Park-and-Ride Lots ...........................................................................................................................
    [Show full text]
  • You Can't Get There from Here: the Coming of the Interstates to Vermont
    You Can't Get There From Here: the coming of the Interstates to Vermont LS07036_000 LS07036_001 Interstate 89 between Williston and South Burlington in 1962 and then two years later in 1964. These photos illustrate the transition from small roads to major highways. By Nancy Columb The first idea for a set of superhighways came from President Eisenhower when he traveled across the US as a lieutenant colonel in the army (right)1 and when he was in Germany and witnessed the Autobahn2. The Autobahn increased vehicular safety and could be used for military purposes; this is what President Eisenhower envisioned for the United States. In 1956 President Eisenhower received support from the Federal- Aid Highway Act to begin constructing what he called the “National System of Interstate and Defense Highways.” 3 LS08768 It didn’t take long for construction to start in Vermont. This is the beginning of some construction on Interstate-91 in Brattleboro in 1958. There was more than just road to be built when it came to Vermont’s hilly and uneven areas. This is construction of bridges on Interstate-91 in Rockingham. LS05905 Signs had to be posted as well so that drivers would know how far to the next destination they were, and where to expect an exit ramp; another example of safety features LS08123 The terrain around Vermont was not always conducive to straight-up paving of roads. Here outside of Montpelier a crane removes steep rock outcroppings along where the road will go. LS06519 Before the Interstate Highway System, many places in Vermont were farmland with a few scattered houses and one or two main roads.
    [Show full text]
  • Directions to Upper Valley Towns' Gyms for Basketball Games
    Directions to Upper Valley Towns' Gyms for Basketball Games CCBA Witherell Center – 1 Campbell Street, Lebanon NH 03766 From the North: I-89 south to Exit 18 (DHMC/Lebanon High School). Bear right off the exit and continue on Route 120 to stop sign. Turn left onto Hanover St. Follow Hanover St. for approximately 1/2 mile and take a left into the parking lot next to Village Pizza/Peking Tokyo/Lebanon Floral mini-mall. Stay to the left and go down a slight hill bearing to the right at the bottom of the hill. Continue around the municipal parking lot onto Taylor St. The Witherell Center will be on you left. From the South: I-89 to Exit 17 (Enfield/Lebanon).Take a left off the exit and follow Route 4 into downtown Lebanon. Approx. 3 miles. At the green take your first right onto Campbell St. Turn right at the end of Campbell St. onto Parkhurst St. Take your first left onto Spencer St., go approx. 100 yards and drive straight into the Witherell Center's parking lot. HANOVER Richmond Middle School Gym - 63 Lyme Rd, Hanover NH 03755 From Interstate 89: Take Exit 18 in New Hampshire and follow Route 120 north for about 6 miles into Hanover. At the traffic light adjacent to the Mobil Station go straight (this is now called Park Street) and continue through two additional traffic lights. At the third light, bear right and follow Rt. 10 north for 1.4 miles. (A landmark to look for is the Police/Fire Station on your left just beyond Reservoir Road.
    [Show full text]
  • 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 ..................................................................
    [Show full text]
  • TRANSPORTATION THEME Statewide, Vermont
    VERMONT TRANSPORTATION THEME Statewide, Vermont Prepared for: Prepared by: Vermont Agency of Transportation Louis Berger 1 National Life Drive 20 Corporate Woods Blvd. Montpelier, Vermont 05633-5001 Albany, New York 12211 June 21, 2018 Cover Image Source A) Landscape Change 1938 A B) Landscape Change 1990 F C) Landscape Change [1890] D) Landscape Change 1940 E B E) Stoddard 1898 C F) Landdscape Change [1906] D VERMONT TRANSPORTATION THEME Statewide, Vermont Prepared for: Vermont Agency of Transportation 1 National Life Drive Montpelier, Vermont 05633-5001 Prepared by: Louis Berger 20 Corporate Woods Blvd. Albany, New York 12211 June 21, 2018 TABLE OF CONTENTS I. Vermont Transportation Theme .................................................................................... 1 A. Introduction .......................................................................................................... 1 B. Waterways ............................................................................................................ 3 Early Water Transportation (1750-1790) ............................................................. 3 Golden Age of Water Navigation (1790-1870) ................................................... 5 Decline of Water Commerce (1870-1940) .......................................................... 7 Resurgence of River Commerce and Recreational Boating (1940-1978) ........... 9 C. Roads.................................................................................................................... 10 Military Roads (1759-1781)
    [Show full text]
  • COLCHESTER VERMONT from ICE CAP to INTERSTATE (Full Index)
    COLCHESTER VERMONT FROM ICE CAP TO INTERSTATE (full index) 1st Airborne Army (WW II) 247 7th Field Artillery Battalion 225, 232, 239, 247, 1st Armored Division (Korean War) 255 252, 253, 257 1st Division Army of Occupation (WW II) 248 7th Naval Construction Battalion (Korean War) 1st European Civil Affairs Regiment (WW II) 254 253 8th Air Force (WW II) 250 1st Infantry Division Band (Korean War) 255 8th Field Artillery Brigade (WW I) 232 1st Marine Corps Recruit Depot (Korean War) 8th Regiment (WW II) 247 254, 258 12th Special Services Co. (WW II) 246 1st Medical Squadron (WW II) 244 13th Engineering Combat Battalion (Korean 1st Medium Tank Battalion 169 War) 258 1st Training Group Quartermaster Replacement 14th Fighter Group 169 Training Center (Korean War) 257 16th Antiaircraft Artillery Gun Battalion (Korean 2d 155mm Gun Battalion (Korean War) 254 War) 257 2d Marine Division Company (Korean War) 16th Field Artillery Battalion (WW II) 253 254, 258 16th Infantry Regiment (WW II) 248 2d Shore Party Battalion (2nd Marine Div.) 254 18th Engineer Combat Battalion 246 2d Quartermaster Company (Korean War) 254, 19th amendment 132 255 19th U.S. Navy Fleet (WW II) 252 3d Marine Division (Korean War) 258 20th Air Force (WW II) 250 4-H 135, 164, 181 20th Armored Regiment (WW II) 239 4-H citizenship 181 22d Infantry Regiment (WW II) 250 4-H clubs 135, 181 23d Infantry Regiment (WW I) 228 4-H Gold Clover certificate 181 23rd Cavalry Reconnaissance Squadron (WW II) 4-H leader 181 240 4-H leadership 181 25th Air Depot Group (WW II) 243 4-H poultry project 181 25th Base Headquarters and Air Base (WW II) 4-H state dress revue (1941) 181 240 4-H'ers 164, 181 25th Tank Battalion (WW II) 253 4th Armoured Division (WW II) 239 25th Veterinary Hospital (WW I) 228 4th Army Division Band (WW II) 242 26th Infantry Division 136 4th Recruit Company (WW I) 227 27th Battalion U.S.
    [Show full text]
  • New Hampshire Turnpike System Traffic and Revenue Study
    Submitted to: New Hampshire Department of Transportation New Hampshire Turnpike System Traffic and Revenue Study May 29, 2015 Submitted by: Jacobs Engineering Group Inc. 2 Penn Plaza, Suite 603 New York, NY 10121 (this page left intentionally blank) NH Turnpike System Traffic and Revenue Study Table of Contents 1. Executive Summary ................................................................................................ 1 2. Introduction ............................................................................................................. 3 3. Description of New Hampshire Turnpike System ................................................ 4 4. Historical Traffic and Revenue ............................................................................ 11 4.1. Historical Toll Transactions and Toll Revenue Trends ................................................. 11 4.2. Toll Transaction Trends ................................................................................................ 12 4.3. Toll Revenue Trends .................................................................................................... 17 4.4. Comparison of Actual Toll Revenues to Recent Projections ........................................ 21 5. Review of Proposed Capital Improvement Program ......................................... 22 6. Review of Historical and Projected Operation, Maintenance, Renewal and Replacement, and Debt Service Expenditures ......................................................... 24 6.1. Toll Processing Costs ..................................................................................................
    [Show full text]
  • Safety Rest Areas of New Hampshire
    Safety Rest Areas of New Hampshire Prepared by Lisa Mausolf, Preservation Consultant for the NH Department of Transportation March 2019 Historic Context: Safety Rest Areas of New Hampshire Page 2 Historic Context: Safety Rest Areas of New Hampshire Abstract In the early to mid-20th century New Hampshire’s state government and local entities used a variety of tools to offer safe and attractive rest stops for the ever-increasing number of automobiles traveling on the state’s roads. Information booths, turnouts, wayside parks and other variations sprung up on roadsides throughout the state but it was the federal Highway Beautification Act of 1965 that provided the impetus and funding for the construction of thirteen new modern “safety rest areas” between 1966 and 1973 by the NH Department of Public Works and Highways. This document provides an historic overview of the development and evolution of rest areas in New Hampshire constructed by the New Hampshire Department of Transportation from the 1960s to present. As part of that history, it will briefly look at the events and influences on the state and national levels that contributed to the development of the safety rest areas. The purpose of this document is to take a comprehensive look at these safety rest areas in order to be able to compare them, determine integrity, and inform future planning. Between 1966 and 1973 seven rest areas were built along New Hampshire’s Interstates – in Sanbornton, Canterbury and Salem on I-93; in Lebanon, Springfield and Sutton on I-89; and in Seabrook on I-95. Five additional rest areas were constructed along Primary roads – on Rt.
    [Show full text]
  • EVALUATING the IMPACT of OVERWEIGHT LOAD ROUTING on BURIED UTILITY FACILITIES By
    1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-11/0-6394-1 4. Title and Subtitle 5. Report Date EVALUATING THE IMPACT OF OVERWEIGHT LOAD October 2010 ROUTING ON BURIED UTILITY FACILITIES Published: February 2011 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Edgar Kraus, Emmanuel Fernando, Eric Yingfeng Li, Jeong Ho Oh, Report 0-6394-1 Nicholas Koncz, and Cesar Quiroga 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project 0-6394 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2009–August 2011 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Evaluation of Overweight Load Routing on Buried Utility Plant URL: http://tti.tamu.edu/documents/0-6394-1.pdf 16. Abstract Overweight traffic movements can negatively affect pavement integrity and quality. However, it is less known to what degree buried utility plant along and across the right of way is affected by these overweight loads, especially if the utility facility is aged, placed under an exception to the Utility Accommodation Rules (UAR), and/or subjected to repetitive loads. Routing decisions for repetitive overweight loads may be determined without consideration of cumulative impacts to utility infrastructure, particularly municipally owned lines that could be aged, accommodated under an exception, or of substandard materials.
    [Show full text]