Maintenance of Traffic for Innovative Geometric Design Work Zones
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Chapter 10 Grade Separations and Interchanges
2005 Grade Separations and Interchanges CHAPTER 10 GRADE SEPARATIONS AND INTERCHANGES 10.0 INTRODUCTION AND GENERAL TYPES OF INTERCHANGES The ability to accommodate high volumes of traffic safely and efficiently through intersections depends largely on the arrangement that is provided for handling intersecting traffic. The greatest efficiency, safety, and capacity, and least amount of air pollution are attained when the intersecting through traffic lanes are grade separated. An interchange is a system of interconnecting roadways in conjunction with one or more grade separations that provide for the movement of traffic between two or more roadways or highways on different levels. Interchange design is the most specialized and highly developed form of intersection design. The designer should be thoroughly familiar with the material in Chapter 9 before starting the design of an interchange. Relevant portions of the following material covered in Chapter 9 also apply to interchange design: • general factors affecting design • basic data required • principles of channelization • design procedure • design standards Material previously covered is not repeated. The discussion which follows covers modifications in the above-mentioned material and additional material pertaining exclusively to interchanges. The economic effect on abutting properties resulting from the design of an intersection at-grade is usually confined to the area in the immediate vicinity of the intersection. An interchange or series of interchanges on a freeway or expressway through a community may affect large contiguous areas or even the entire community. For this reason, consideration should be given to an active public process to encourage context sensitive solutions. Interchanges must be located and designed to provide the most desirable overall plan of access, traffic service, and community development. -
2013 Legislative Report Template
2016 Report on the MnDOT Cost Participation Policy DRAFT – 12/11/15 1 Prepared by The Minnesota Department of Transportation 395 John Ireland Boulevard Saint Paul, Minnesota 55155-1899 Phone: 651-296-3000 Toll-Free: 1-800-657-3774 TTY, Voice or ASCII: 1-800-627-3529 2 Contents Contents .............................................................................................................................................................. 3 Legislative request .............................................................................................................................................. 4 Summary .............................................................................................................................................................. 5 Interpretation ...................................................................................................................................................... 6 Interpreting the Law ..................................................................................................................................... 6 Policy Principles ............................................................................................................................................. 7 Consulting Representatives of Local Units of Government ....................................................................... 8 Policy Recommendations ................................................................................................................................. 9 Non-Policy -
SIMULATION of DIFFERENT INTERSECTION DESIGN for IMPROVING TRAFFIC FLOW with FACTORS CONSIDERING LOCATION, POPULATION and DRIVER EXPECTANCY Sourabh Kumar Singh Dr
Science, Technology and Development ISSN : 0950-0707 SIMULATION OF DIFFERENT INTERSECTION DESIGN FOR IMPROVING TRAFFIC FLOW WITH FACTORS CONSIDERING LOCATION, POPULATION AND DRIVER EXPECTANCY Sourabh Kumar Singh Dr. Anil kunte Associate Professor, Research Scholar, Associate Professor, Department of Civil Department of Civil Department of Civil Engineering Engineering, Shri JJT Engineering, Shri JJT Noida International University University University Dr. Paritosh Srivastava Abstract: In today’s economic growth the vehicular traffic is increasing day by day, which leads to failure of intersections before their time period. To increase the efficiency of these failed intersections the engineers added lanes to the existing major and minor roads, but this method do not give results which it used to deliver in the past, hence other methods were adopted. So to increase the efficiency and fulfil the criteria for successful intersection ,to cape with it several intersection are designed which are unconventional in nature like jug handle, bow tie, continuous flow intersection and median u turn which are very effective in increasing green time on highway and minor roads. The software used in this study is Auto- cad for planning and drawing purpose which can be used in sim-traffic software which will be used for simulation purpose of the traffic flow on different designs of intersections. The factors which are considered in this study are -location of town centre, population of the zone and driver expectancy. The final conclusion of this study is that continuous flow intersection provides the best results when the traffic is increased. The construction cost is least in median u turn and giving maximum result than all other intersections. -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
GUIDELINES for TIMING and COORDINATING DIAMOND November 2000 INTERCHANGES with ADJACENT TRAFFIC SIGNALS 6
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. TX-00/4913-2 4. Title and Subtitle 5. Report Date GUIDELINES FOR TIMING AND COORDINATING DIAMOND November 2000 INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Nadeem A. Chaudhary and Chi-Leung Chu Report 4913-2 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 No. 7-4913 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Construction Division September 1998 – August 2000 Research and Technology Transfer Section 14. Sponsoring Agency Code P. O. Box 5080 Austin, Texas 78763-5080 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation. Research Project Title: Operational Strategies for Arterial Congestion at Interchanges 16. Abstract This report contains guidelines for timing diamond interchanges and for coordinating diamond interchanges with closely spaced adjacent signals on the arterial. Texas Transportation Institute (TTI) researchers developed these guidelines during a two-year project funded by the Texas Department of Transportation. 17. Key Words 18. Distribution Statement Diamond Interchanges, Capacity Analysis, Traffic No restrictions. This document is available to the Signal Coordination, Traffic Congestion, Signalized public through NTIS: Arterials National Technical Information Service 5285 Port Royal Road Springfield, Virginia 22161 19. Security Classif.(of this report) 20. Security Classif.(of this page) 21. No. of Pages 22. Price Unclassified Unclassified 50 Form DOT F 1700.7 (8-72) Reproduction of completed page authorized GUIDELINES FOR TIMING AND COORDINATING DIAMOND INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS by Nadeem A. -
Recommended Ramp Design Procedures for Facilities Without Frontage Roads
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-05/0-4538-3 4. Title and Subtitle 5. Report Date RECOMMENDED RAMP DESIGN PROCEDURES FOR September 2004 FACILITIES WITHOUT FRONTAGE ROADS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. J. Bonneson, K. Zimmerman, C. Messer, and M. Wooldridge Report 0-4538-3 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 No. 0-4538 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 2002 - August 2004 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: Ramp Design Considerations for Facilities without Frontage Roads 16. Abstract Based on a recent change in Texas Department of Transportation (TxDOT) policy, frontage roads are not to be included along controlled-access highways unless a study indicates that the frontage road improves safety, improves operations, lowers overall facility costs, or provides essential access. Interchange design options that do not include frontage roads are to be considered for all new freeway construction. Ramps in non- frontage-road settings can be more challenging to design than those in frontage-road settings for several reasons. Adequate ramp length, appropriate horizontal and vertical curvature, and flaring to increase storage area at the crossroad intersection should all be used to design safe and efficient ramps for non-frontage-road settings. -
Median U-Turn Intersections Cost
System Modification Innovative Intersections MEDIAN U-TURN INTERSECTIONS COST TIME MODERATE STATE MINOR STREET MINOR STREET O REGI NAL IMPACT LOCAL RID OR OR MAJOR STREET MAJOR STREET C PT HO HURDES MAJOR STREET MOVEMENTS MINOR STREET MOVEMENTS CITSTATE RIHT-O-A PUIC ACCEPTANCE More Information: tti.tamu.edu/policy/how-to-fix-congestion SUCCESS STORIES Description How Will This Help? Plano, Texas. In 2011, the City Median U-turn intersections (also called • Costs less and is faster to of Plano installed the state’s only a thruturn or Michigan left) guide all traf- deploy than other innovative median U-turn intersection at fic, except left-turning vehicles, through intersection designs. Legacy Drive and Preston Road. the main intersection. Left-turning vehi- • Simplifies the traffic signal cles turn through U-turn openings in the The intersection timings for the intersection and dramatically improved median beyond the main intersection. whole corridor by eliminating the congestion by reducing Eliminating the left turn at the main need for a left-turn arrow. intersection wait intersection simplifies signal timings and times by 65%. provides more green time and less con- • Increases safety at the gestion to the major direction. intersection by eliminating traffic However, the design conflicts caused by left turns. was abandoned in 2014 Median U-turn intersections are similar due to a lack of public to superstreets but differ in that medi- Implementation Issues understanding and an U-turns allow minor street traffic to This intersection design can require acceptance. pass straight through the intersection. additional right-of-way to accommodate Superstreet intersections require all the U-turn turning radius in the median. -
In Safe Hands How the Fia Is Enlisting Support for Road Safety at the Highest Levels
INTERNATIONAL JOURNAL OF THE FIA: Q1 2016 ISSUE #14 HEAD FIRST RACING TO EXTREMES How racing driver head From icy wastes to baking protection could be deserts, AUTO examines how revolutionised thanks to motor sport conquers all pioneering FIA research P22 climates and conditions P54 THE HARD WAY WINNING WAYS Double FIA World Touring Car Formula One legend Sir Jackie champion José Maria Lopez on Stewart reveals his secrets for his long road to glory and the continued success on and off challenges ahead P36 the race track P66 P32 IN SAFE HANDS HOW THE FIA IS ENLISTING SUPPORT FOR ROAD SAFETY AT THE HIGHEST LEVELS ISSUE #14 THE FIA The Fédération Internationale ALLIED FOR SAFETY de l’Automobile is the governing body of world motor sport and the federation of the world’s One of the keys to bringing the fight leading motoring organisations. Founded in 1904, it brings for road safety to global attention is INTERNATIONAL together 236 national motoring JOURNAL OF THE FIA and sporting organisations from enlisting support at the highest levels. over 135 countries, representing Editorial Board: millions of motorists worldwide. In this regard, I recently had the opportunity In motor sport, it administers JEAN TODT, OLIVIER FISCH the rules and regulations for all to engage with some of the world’s most GERARD SAILLANT, international four-wheel sport, influential decision-makers, making them SAUL BILLINGSLEY including the FIA Formula One Editor-in-chief: LUCA COLAJANNI World Championship and FIA aware of the pressing need to tackle the World Rally Championship. Executive Editor: MARC CUTLER global road safety pandemic. -
Freeway Management and Operations Handbook September 2003 (See Revision History Page for Chapter Updates) 6
FREEWAY MANAGEMENT AND OPERATIONS HANDBOOK FINAL REPORT September 2003 (Updated June 2006) Notice 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. This report does not constitute a standard, specification, or regulation. The United States Government does not endorse products or manufacturers. Trade and manufacturers’ names appear in this report only because they are considered essential to the object of the document. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-OP-04-003 4. Title and Subtitle 5. Report Date Freeway Management and Operations Handbook September 2003 (see Revision History page for chapter updates) 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Louis G. Neudorff, P.E, Jeffrey E. Randall, P.E., Robert Reiss, P..E, Robert Report Gordon, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Siemens ITS Suite 1900 11. Contract or Grant No. 2 Penn Plaza New York, NY 10121 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Transportation Management Research Federal Highway Administration Room 3404 HOTM 400 Seventh Street, S.W. 14. Sponsoring Agency Code Washington D.C., 20590 15. Supplementary Notes Jon Obenberger, FHWA Office of Transportation Management, Contracting Officers Technical Representative (COTR) 16. Abstract This document is the third such handbook for freeway management and operations. It is intended to be an introductory manual – a resource document that provides an overview of the various institutional and technical issues associated with the planning, design, implementation, operation, and management of a freeway network. -
Interchange Modification Report
INTERSTATE 75 AND STATE ROAD 884 (COLONIAL BOULEVARD) INTERCHANGE LEE COUNTY, FLORIDA INTERCHANGE MODIFICATION REPORT Prepared for: Florida Department of Transportation – District One February 2015 Interchange Modification Report Interstate 75 and State Road 884 (Colonial Boulevard), Lee County, Florida I, Akram M. Hussein, Florida P.E. Number 58069, have prepared or reviewed/supervised the traffic analysis contained in this study. The study has been prepared in accordance and following guidelines and methodologies consistent with FHWA, FDOT and Lee County policies and technical standards. Based on traffic count information, general data sources, and other pertinent information, I certify that this traffic analysis has been prepared using current and acceptable traffic engineering and transportation planning practices and procedures. ______________________________ Akram M. Hussein, P.E. #58069 ______________________________ Date TABLE OF CONTENTS Page SECTION 1 EXECUTIVE SUMMARY ......................................................................... 1-1 SECTION 2 PURPOSE AND NEED .............................................................................. 2-1 SECTION 3 METHODOLOGY ...................................................................................... 3-1 SECTION 4 EXISTING CONDITIONS ......................................................................... 4-1 4.1 DATA COLLECTION METHODOLOGY ........................................................................ 4-5 4.2 TRAFFIC FACTORS ......................................................................................................... -
SPOT Pre-6 Division 6
SPOT Online Specific Improvement Local comments (from Design notes from Coordination SpotID Project Category ROUTE Cross Street To Street First MPO/RPO First Division TTS Notes Description provided by Requestor Analysis Team Recommendation Design Comments Response to Requestor Submitter Type SPOT online) calls with MPOs/RPOs/DOT US 74/76 BUS @ SR 1005 ‐ Construct a US 76 BUS, US 74 BUS, NC SR 1005 (Peacock 10 ‐ Improve Will analyze and report H184044 Cape Fear RPO Regional Impact Cape Fear RPO Division 6 ‐19000 roundabout on US 74/64 BUS/NC 130 As requested 1 Lane Roundabout 130 (Chadbourn Hwy) Rd) Intersection travel time savings (Chadbourn Hwy) at SR 1005 (Peacock Hwy). What is different this time? H170193 analyzed from 701 to Pireway. This request is from Pireway to 5th Street (NC 410). They also US 701 BYP ‐ Widen US 701 Bypass to a 4‐lane US 701 Superstreet for intersections of US requested H184206 that goes to Joe Brown Hwy. R‐5952 only for Directional Cross‐Over Superstreet at Pireway and 5th SR 1305 4 ‐ Upgrade Arterial superstreet from R‐5952 at SR 1503 (Complex Will analyze and report H184205 Cape Fear RPO Regional Impact US 701 BYP BUS/NC 410 Cape Fear RPO Division 6 68000 701 with 5th and Pireway (R‐5952 Complex and 701? Have model Have counts. Expand Complex St OD. with 1‐Lane Bulb Outs Street. Discuss further with (Complex St) to Superstreet St) to US 701 Business/NC 410 (E 5th St) in travel time savings (E 5th St) was just for 701 and Complex) Take H170193 model, extend model to include NC 410 Bus (5th Street). -
Using Pricing to Reduce Traffic Congestion © Jupiterimages Corp
CONGRESS OF THE UNITED STATES CONGRESSIONAL BUDGET OFFICE A CBO STUDY MARCH 2009 Using Pricing to Reduce Traffic Congestion © JupiterImages Corp. Pub. No. 3133 A CBO STUDY Using Pricing to Reduce Traffic Congestion March 2009 The Congress of the United States O Congressional Budget Office Preface Congestion costs highway users billions of dollars every year. Although policymakers have adopted a variety of strategies for reducing or mitigating congestion, relatively little attention has been paid to policies to promote more efficient use of the highway system. One such pol- icy is congestion pricing, under which drivers are charged a higher price for use of a highway at times or places with heavy traffic and a lower price in the opposite circumstances. This study—prepared at the request of the Chairman of the House Committee on the Bud- get—explains how congestion pricing works, reviews the best available evidence on projects that make use of such pricing in order to assess the benefits and challenges of the approach, and discusses federal policy options for encouraging congestion pricing. In keeping with the Congressional Budget Office’s (CBO’s) mandate to provide objective, impartial analysis, this study makes no recommendations. Scott Dennis of CBO’s Microeconomic Studies Division wrote the study, with research assistance from Jacob Kuipers and under the supervision of Joseph Kile and David Moore. Kenneth Buckeye of the Minnesota Department of Transportation; Ross Crichton of the Department of Transportation’s Federal Highway Administration;