Impacts of Bypass Highways on Small and Medium Size Cities in Florida
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Improving the Interstate Highway System Chase Minor [email protected]
The University of Akron IdeaExchange@UAkron Williams Honors College, Honors Research The Dr. Gary B. and Pamela S. Williams Honors Projects College Fall 2019 Improving the Interstate Highway System Chase Minor [email protected] Please take a moment to share how this work helps you through this survey. Your feedback will be important as we plan further development of our repository. Follow this and additional works at: https://ideaexchange.uakron.edu/honors_research_projects Part of the Geographic Information Sciences Commons Recommended Citation Minor, Chase, "Improving the Interstate Highway System" (2019). Williams Honors College, Honors Research Projects. 897. https://ideaexchange.uakron.edu/honors_research_projects/897 This Honors Research Project is brought to you for free and open access by The Dr. Gary B. and Pamela S. Williams Honors College at IdeaExchange@UAkron, the institutional repository of The nivU ersity of Akron in Akron, Ohio, USA. It has been accepted for inclusion in Williams Honors College, Honors Research Projects by an authorized administrator of IdeaExchange@UAkron. For more information, please contact [email protected], [email protected]. Improving Interstate Highway System 1 Improving the Interstate Highway System Honors Thesis Project Presented to The University of Akron Honors College In Partial Fulfillment of the Requirements for the Degree Geography: GIS Bachelors of Science Chase A. Minor Spring 2019 Improving Interstate Highway System 2 Abstract The Interstate Highway System is the primary transportation network of the United States. The Interstate Highway System has succeeded and failed in certain ways in connecting the United States. It is important that new interstate highways are added so that the United States will be better connected. -
Highway 71 Improvement Study I Executive Summary This Page Intentionally Left Blank
HIGHWAY 71 CORRIDOR IMPROVEMENT STUDY BELLA VISTA BYPASS – MISSOURI STATE LINE BENTON COUNTY Executive Summary DRAFT December 2017 Highway 71 Corridor Improvement Study Bella Vista Bypass to Missouri State Line BENTON COUNTY EXECUTIVE SUMMARY Prepared by the Transportation Planning and Policy Division Arkansas Department of Transportation In cooperation with the Federal Highway Administration This report was funded in part by the Federal Highway Administration, U.S. Department of Transportation. The views and opinions of the authors expressed herein do not necessarily state or reflect those of the U.S. Department of Transportation. ARKANSAS DEPARTMENT OF TRANSPORTATION NOTICE OF NONDISCRIMINATION The Arkansas Department of Transportation (Department) complies with all civil rights provisions of federal statutes and related authorities that prohibit discrimination in programs and activities receiving federal financial assistance. Therefore, the Department does not discriminate on the basis of race, sex, color, age, national origin, religion (not applicable as a protected group under the Federal Motor Carrier Safety Administration Title VI Program), disability, Limited English Proficiency (LEP), or low-income status in the admission, access to and treatment in the Department’s programs and activities, as well as the Department’s hiring or employment practices. Complaints of alleged discrimination and inquiries regarding the Department’s nondiscrimination policies may be directed to Joanna P. McFadden Section Head - EEO/DBE (ADA/504/Title VI Coordinator), P.O. Box 2261, Little Rock, AR 72203, (501) 569-2298, (Voice/TTY 711), or the following email address: [email protected] Free language assistance for the Limited English Proficient individuals is available upon request. This notice is available from the ADA/504/Title VI Coordinator in large print, on audiotape and in Braille. -
Download Bypass Basics Brochure
ity un m Bypass Basics om d C ze -Si ium Co Med nside and ring a Bypass in Your Small by•pass /ˈbīˌpas/ noun Prepared by CUTR for the a road passing around a town or its center to FDOT Systems Planning Office 2014 provide an alternative route for through traffic. www.dot.state.fl.us/planning/systems/ - Google Dictionary Bypass Basics why build a bypass? Your community may be asked to consider a bypass to relieve traffic congestion and to improve travel time for those passing through – especially trucks. Desire for a bypass is increasing for state highways on Florida’s Strategic Intermodal System (SIS) that run through small- and medium-sized communities. This is because “SIS” highways are designated to provide for the statewide movement of people and goods and, therefore, are critical to the economy. is a bypass needed? Questions to ask Major state highways are often the main street in small and medium-sized Why is FDOT proposing a communities. This means they serve local, as well as regional, travel. bypass in this community? Freight and through traffic in these communities contribute to traffic congestion and have other adverse impacts on quality of life. A highway bypass may be appropriate where heavy truck traffic causes continuing unacceptable impacts, such as noise, fumes, and vibration. It may also Statistics from recently be appropriate where a high percentage of trips are just passing through completed bypasses in Florida: the community. In these situations, the bypass would significantly reduce traffic congestion and pollution. • Bypasses circumvent communities with populations ranging from 10,000 to Roadways on Florida’s Strategic Intermodal System (SIS) support economic 90,000–most with a population under 25,000. -
Economic Impacts of Highway Bypasses on Communities
The Economic Impacts of Highway Bypasses on Communities Summary A research project by the Wisconsin Department of Transportation January 1998 (reformatted in April of 1999 for Internet placement) 1 NOTICE: This research was funded by the Wisconsin Council on Research of the Wisconsin Department of Transportation (WisDOT) and the Federal Highway Administration (FHWA). The contents of this report reflect the research findings of the staff of WisDOT’s Economic Planning & Development Section, who are responsible for the accuracy of the data contained herein. The contents do not necessarily reflect official views or policies of WisDOT or FHWA at the time of publication. This document is disseminated under the sponsorship of WisDOT and FHWA in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. This report does not constitute policy standards, specifications or regulations. The United States Government does not endorse products or businesses. Trade, publication or product names may appear in this report only because they are considered essential to the research conducted in the study. 2 3 INTRODUCTION KEY PROJECT FINDINGS: Since 1980, there have been State Highway bypasses built around 17 Wisconsin communities. Through • In most communities, highway bypasses have the year 2010, at least 20 more bypasses are little adverse impact on overall economic anticipated for construction. activity. The economies of smaller communities have a greater potential to be adversely impacted by a bypass. Bypass plans often generate local concern about impacts on local commerce, development, land use, • Over the long term, average traffic levels on and general quality of life. -
Roadway &Traffic Operations Strategy
ESTABLISHING MULTI-MODAL STRATEGIES | CHAPTER 4 ROADWAY & TRAFFIC OPERATIONS STRATEGY To serve planned growth, the future transportation system needs multi-modal improvements and strategies to manage the forecasted travel demand. This chapter presents a detailed strategy to improve Moscow’s roadway network and traffic operations over the next 20 years, including network connectivity options, regional circulation enhancements, intersection modifications, and multi-modal street design guidelines. MULTI-MODAL TRANSPORTATION PLAN This page intentionally left blank. Moscow on the Move 4 ROADWAY & TRAFFIC OPERATIONS STRATEGY Supporting the guiding principles of Moscow on the Move, the Roadway & This Transportation Traffic Operations Strategy strives to provide a truly multi-modal Commission “check mark” icon signifies transportation system and improve safety, access, and mobility for all street which actions have unanimous users by identifying strategies, policies, and projects that help achieve support from the Commission. Moscow’s vision for mobility and access. This strategy of Moscow on the Move The icon is a way to illustrate the level of support for identifies opportunities to retrofit existing streets in Moscow and develops the implementation. street grid to improve citywide connectivity for motor vehicles, pedestrians, bicyclists, and transit users. This strategy specifically provides an overview of the existing traffic conditions and how conditions might change by 2035, a street network plan, various design tools that could be applied throughout the city, and descriptions of recommended street projects. FUTURE DEFICIENCIES AND NEEDS Existing and future roadway and traffic operation conditions were assessed to determine the needs and deficiencies of the system. The key areas projected to require improvement or to present future challenges are summarized below. -
The Effects of Highway Bypasses on Rural Communities and Small Urban
NCHRP National Cooperative Highway Research Program RnsEnncH REsurrs DIcEST Number 210 Subjcct Arca: IA Planning and Adrninistration Responsible Senior Progranr Oflìcer: Scott A. .Sabol EFFECTS OF HIGHWAY BYPASSES ON RURAL COMMUNITIES AND SMALL URBAN AREAS c.. I This RRD is a staf digest of a study cottducted as part of NCHRP Project 20-5, " Synthesis of Information Related- to llighway Problerns," for which the Transportatiott Research Board is tlrc agency conducting tlrc research. The Principal Investigator responsible for this project is Sally D. I.iff, Manager, Synthesis Studies, serving under the Studies and lnþrmation Services Division of the Board. Dr. Jesse Bufington and Ms. Katie Womack, of the Texas Transporhrion Institute were responsible for data collection, initial analyses and report preparation. Dr. Andrew C. I-emer conducted additional analyses and prepared the final text. INTRODUCTION challenged decision makers. Transportation planners seek to improve transportation system efficiency by In the late fall of 1964, a new highway bypass constructing bypasses, while people in the towns to be around Cherokee,Iowa (1990 population 6,026) opened bypassed protest the diversion of traffic that some view to t¡affic. l¡cal business people had actively opposed as their sotuce of livelihootl. Such issues are particu- the construction, t'earing that traffic diverted from the larly acute in rural communities and small urban a¡eas, main route ttuough town would take sales with it. Just where highway orienæd development may account for a over two decades later, the former o\uìer of a clothing substantial proportion of the local economy. store in Cherokee echoetl the views of many others in the town when he concluded that he and others had over-reacted: the bypass did not hurt retail sales. -
Bella Vista Bypass Safety Analysis Introduction a Safety Analysis
Bella Vista Bypass Safety Analysis Introduction A safety analysis was conducted for the Highway 71 corridor between Highway 71B interchange south of the City of Bella Vista and Highway H south of Pineville (study area). The analysis considered crashes occurring in years 2006 and 2007, and examined crashes by severity, and crashes by type of impact. Additional crash data analysis for earlier years can be found in the Final Environmental Impact Statement completed in 2000. In 2006, there were 93 crashes in Arkansas, and 65 crashes in Missouri. In 2007, the Arkansas portion of the study area had 100 crashes, with 77 crashes in Missouri. This is an average number of crashes of 168 crashes per year within the entire corridor. Crash Rates Arkansas study area crash rates for the existing corridor were 1.27 crashes per million vehicle miles (MVM) in 2006, and 1.23 crashes per MVM in 2007. Comparatively, the statewide average crash rates were 2.37 and 2.50 for years 2006 and 2007, respectively, for similar facility types. Crash rates for the existing corridor in Missouri were 1.25 crashes per MVM and 1.49 crashes per MVM for 2006 and 2007, respectively. The statewide average crash rate in Missouri for similar type facilities was 1.53 crashes per MVM in 2007. Severity of Crashes Table S-1 displays the number and severity of crashes that have occurred along existing Highway 71 within the study area. Over the two-year study period, there were a total of 7 crashes that resulted in 7 fatalities, 134 crashes that resulted in 317 people injured, and 194 crashes that resulted in property damage only. -
Route 66 in Illinois: (2012/13 Update and Expansion of the Original 1994/95 Survey)
Route 66 in Illinois: (2012/13 Update and Expansion of the Original 1994/95 Survey) IDOT Sequence #17337 & #17337A Prepared for: • Illinois Department of Transportation • Parsons Brinckerhoff • Knight E/A, Inc. Prepared by: Heritage Research, Ltd. Historical & Environmental Consultants Menomonee Falls, WI 53051 22 December 2013 Sequence Map 1994/95 Historic 2012/13 Number Code Negative # Address/Location Type Date Built Function 1994/95 Comments Comments and Photo Image # Table of Contents: Introduction 004 Historical Summary 004 Route 66 Survey (1994/95 & 2012/13) & Miscellaneous Observations 008 City of Chicago to City of Plainfield 014 Adam Street: Michigan Avenue to Ogden Avenue (one way west) 014 Jackson Street: Michigan Avenue to Ogden Avenue (one way east) 027 Ogden Avenue: Jackson Street (City of Chicago) to Harlem Street (City of Lyons) 043 Ogden Avenue/Lawndale Avenue Alignment (City of Lyons, 1926-1928) 078 Harlem Avenue to Joliet Road (Various Municipalities) 082 City of Plainfield: Bypass Alignment (Post-1940) 095 City of Joliet & Vicinity 098 IH-55 (Exit) 268 to Des Plaines River Bridge (City of Joliet) 098 Ottawa Street: Des Plaines River to W. Allen Street (southbound realignment off Chicago Street) 122 Original Alignment: Chicago Street (southbound) and Scott Street (northbound) 126 Chicago Street: Two-way Traffic, Allen Street to Laraway Road 135 Business RT 66: Joliet (Laraway Road) to Gardner (via IL 53) 141 Laraway Road to Wilmington 141 Wilmington 154 Wilmington to Gardner 174 Bypass RT 66: Joliet to Gardner (via -
Route 66 Economic Impact Study Contents 6 SECTION ONE Introduction, History, and Summary of Benefi Ts
SYNTHESIS OF FINDINGS A study conducted by Rutgers, The State University of New Jersey in collaboration with the National Park Service Route 66 Corridor Preservation Program and World Monuments Fund Study funded by American Express SYNTHESIS OF FINDINGS A study conducted by Rutgers, The State University of New Jersey in collaboration with the National Park Service Route 66 Corridor Preservation Program and World Monuments Fund Study funded by American Express Center for Urban Policy Research Edward J. Bloustein School of Planning and Public Policy Rutgers, The State University of New Jersey New Brunswick, New Jersey June 2011 AUTHORS David Listokin and David Stanek Kaitlynn Davis Michael Lahr Orin Puniello Garrett Hincken Ningyuan Wei Marc Weiner with Michelle Riley Andrea Ryan Sarah Collins Samantha Swerdloff Jedediah Drolet Charles Heydt other participating researchers include Carissa Johnson Bing Wang Joshua Jensen Center for Urban Policy Research Edward J. Bloustein School of Planning and Public Policy Rutgers, The State University of New Jersey New Brunswick, New Jersey ISBN-10 0-9841732-3-4 ISBN-13 978-0-9841732-3-5 This report in its entirety may be freely circulated; however content may not be reproduced independently without the permission of Rutgers, the National Park Service, and World Monuments Fund. 1929 gas station in Mclean, Texas Route 66 Economic Impact Study contents 6 SECTION ONE Introduction, History, and Summary of Benefi ts 16 SECTION TWO Tourism and Travelers 27 SECTION THREE Museums and Route 66 30 SECTION FOUR Main Street and Route 66 39 SECTION FIVE The People and Communities of Route 66 51 SECTION SIX Opportunities for the Road 59 Acknowledgements 5 SECTION ONE Introduction, History, and Summary of Benefi ts unning about 2,400 miles from Chicago, Illinois, to Santa Monica, California, Route 66 is an American and international icon, myth, carnival, and pilgrimage. -
The Impact of a New Bypass Route on the Local Economy and Quality of Life
ResearchReport KTC-01-10/SPR-219-00-2I KENTUCKY TRANSPORTATION CENTER CollegeofEngineering THEIMPACTOFANEWBYPASSROUTEON THELOCALECONOMYANDQUALITYOFLIFE OurMission Weprovideservicestothetransportationcommunity throughresearch,technologytransferandeducation. Wecreateandparticipateinpartnershipstopromote safeandeffectivetransportationsystems. WeValue... Teamwork--ListeningandCommunicating,AlongwithCourtesyandRespectforOthers HonestyandEthicalBehavior DeliveringtheHighestQualityProductsandServices ContinuousImprovementinAllThatWeDo Formoreinformationoracompletepublicationlist,contactus KENTUCKYTRANSPORTATIONCENTER 176RaymondBuilding UniversityofKentucky Lexington,Kentucky40506-0281 (859)257-4513 (859)257-1815(FAX) 1-800-432-0719 www.ktc.uky.edu [email protected] TheUniversityofKentuckyisanEqualOpportunityOrganization Research Report KTC-01-10/SPR219-00-2I The Impact of a New Bypass Route on the Local Economy and Quality of Life by Eric Thompson Associate Director Joseph Miller Research Assistant and Jonathon Roenker Research Associate Center for Business & Economic Research Carol Martin Gatton College of Business & Economics University of Kentucky, Lexington, Kentucky Under subcontract with Kentucky Transportation Center College of Engineering University of Kentucky in cooperation with Kentucky Transportation Cabinet Commonwealth of Kentucky and Federal Highway Administration U.S. Department of Transportation The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. -
Arkansas State Hichway Commission
ARKANSAS STATE HICHWAY COMMISSION THOMAS B. SCHUECK PHILIPTALDO CHAIRMAN SPRINGDALE LITTLE ROCK ROBERT S. I|OORE, JR. KEITH CIBSO\ VICE CHAIRMAN FORT SMITH ARKANSAs CITY PO. Box 2261 . Little Rock, Arkansas722A3-2261 DALTO\ Phone (501) 569-2000. Voice/TW 71 1 . Fax (501) 569-2400 A. FARtltER, JR. SCOTT E, BE}-\ETT, P.E. JONESBORO www.AnDOT. gov . www.l D riveArkansas.com DIRECTOR April 23, 2019 Mr. Jim McDonnell AASHTO Program Director for Engineering 444 North Capitol Street NW, Suite 249 Wash n, D.C. 20001 IA Dear M nnell Reference is made to the solicitation for applications for U.S. Route Numbering changes. Enclosed you will find an application requesting approval to eliminate U.S. Highway 63 between U,S Highway 49 in the City of Brinkley, Arkansas running concurrenfly with lnterstate 40, lnterstate 55, and lnterstate 555 to the junction of U.S. Highway 49 in the bity of Jonesboro, Arkansas. A request to relocate U.S. Highway 63 to run concurrenfly with U.S. Highway 49 from the junction of lnterstate 40 in the City of Brinkley, Arkanias to lnterstate 555 in the City of Jonesboro, Arkansas has been submitted in a sepaiate application. This change only affects routes in the State of Arkansas. This application has been electronically submitted to [email protected]. lf additional information is needed, please advise. S E. Bennett, P.E Director Enclosure c: Senator Tom Cotton Senator John Boozman Congressman Rick CraMord Highway Commission Deputy Director and Chief Operating Officer Deputy Director and Chief Engineer Assistant Chief Engineer - Planning Federal Highway Administration American Association of State Highway and Transportation Officials An Application from the State Highway or Transportation Department of Arkansas for: Elimination of a U.S. -
Mn Mutcd-2D 2014.Qxd
PART 2. SIGNS Chapter 2D. Guide Signs - Conventional Roads TABLE OF CONTENTS Chapter 2D. GUIDE SIGNS - CONVENTIONAL ROADS Page Section 2D.1 Scope of Conventional Road Guide Sign Standards . 2D-1 2D.2 Application . 2D-1 2D.3 Color, Retroreflection, and Illumination . 2D-1 2D.4 Size of Signs . 2D-1 2D.5 Lettering Style . 2D-3 2D.6 Size of Lettering . 2D-4 2D.7 Amount of Legend . 2D-5 2D.8 Arrows . 2D-5 2D.9 Numbered Highway Systems . 2D-6 2D.10 Route Signs and Auxiliary Signs . 2D-7 2D.11 Design of Route Signs . 2D-7 2D.12 Design of Route Sign Auxiliaries . 2D-8 2D.13 Junction Auxiliary Sign (M2-1) . 2D-9 2D.14 Combination Junction Sign (M2-2) . 2D-9 2D.15 Cardinal Direction Auxiliary Signs (M3-1 through M3-4) . 2D-9 2D.16 Auxiliary Signs for Alternative Routes (M4 Series) . 2D-10 2D.17 ALTERNATE Auxiliary Signs (M4-1, M4-1a) . 2D-10 2D.18 BY-PASS Auxiliary Sign (M4-2a) . 2D-10 2D.19 BUSINESS Auxiliary Sign (M4-3) . 2D-10 2D.20 TRUCK Auxiliary Sign (M4-4) . 2D-10 2D.21 TO Auxiliary Sign (M4-5, M4-5a) . 2D-10 2D.22 END Auxiliary Sign (M4-6, M4-6a) . 2D-11 2D.23 BEGIN Auxiliary Sign (M4-14, M4-14a) . 2D-11 2D.24 TEMPORARY Auxiliary Sign (M4-7, M4-7a) . 2D-11 2D.25 Temporary Detour and Auxiliary Signs . 2D-11 2D.26 Advance Turn Arrow Auxiliary Signs (M5-1, M5-2, M5-3) . 2D-11 2D.27 Lane Designation Auxiliary Signs (M5-4, M5-5, M5-6) .