Median U-Turn Intersections Cost

Total Page:16

File Type:pdf, Size:1020Kb

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. minor street traffic to turn right and Additionally, if the number of left-turn- make a U-turn. ing vehicles increases dramatically, the traffic generated could overwhelm the Target Market intersection. Median U-turn intersections work best at signalized intersections (usually arteri- Public acceptance is crucial for the al roads) with heavy through-traffic con- design’s success. When using this gestion and moderate to light left-turn design, agencies should actively engage traffic. This design focuses on eliminat- the public to educate them on the ing the delay caused by the left turns. concept..
Recommended publications
  • 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.
    [Show full text]
  • Technical Report Documentation Page Z2
    Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. MDOT Project Manager RC-1554 Jason Firman, P.E. 4. Title and Subtitle 5. Report Date Developing a Congestion Mitigation Toolbox September 30, 2011 6. Performing Organization Code Texas Transportation Institute 7. Author(s) 8. Performing Org. Report No. Jason A. Crawford, P.E.; Todd B. Carlson, AICP; William L. 1554 Eisele, Ph.D., P.E.; and Beverly T. Kuhn, Ph.D., P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract No. TAMU 3135 2009-0661 College Station, TX 77843-3135 11(a). Authorization No. Z2 12. Sponsoring Agency Name and Address 13. Type of Report & Period Covered Michigan Department of Transportation Final Report 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract Increased traffic congestion is a result of many sources including increasing demand and lagging supply. Responding to increasing congestion, agencies from the federal government to local townships have turned to congestion management, or mitigation. Congestion mitigation is delivered through a variety of techniques. The Michigan Department of Transportation (MDOT) recognized a need to assist state and local agency partners to identify potential congestion mitigation strategies and improve collaboration. Texas Transportation Institute (TTI) researchers developed “A Michigan Toolbox for Mitigating Congestion.” The team conducted several tasks in development of the Toolbox. The TTI team reviewed and consulted previous congestion toolboxes for strategy identification, toolbox elements, and toolbox style. The research team implemented a survey of metropolitan planning organizations throughout the country to gather agency experiences with congestion mitigation strategies.
    [Show full text]
  • 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.
    [Show full text]
  • 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 .........................................................................................................
    [Show full text]
  • 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).
    [Show full text]
  • Intersection and Interchange Geometrics PROJECT CASE STUDY
    Intersection and Interchange Geometrics PROJECT CASE STUDY For North Carolina, Implementation of Superstreets Means Travel Time Improvement, Reduction in Collisions, and Fewer Injuries and Fatalities Increasing traffic delays at intersections are a common problem faced by Departments of Transportation (DOTs) across the nation. North Carolina is making strides in tackling delays in suburban, high-volume arterial areas through the implementation of “superstreets,” also known as restricted crossing U-turns (RCUTs). These arterial surface roads can move high-traffic volumes with less delay by re-routing left-hand turns and crossing maneuvers coming from the side streets. Instead, at an RCUT, drivers make a right turn onto the major highway and then make a U-turn through a median. While this may seem time-consuming, studies show it can result in significant time savings. At signalized intersections, the overall time savings efficiencies are due to the ability of the major highway to have a greater percentage of green time to allow the heavy through volumes of traffic to proceed. At unsignalized intersections, traffic from the minor street may actually save time since drivers are not stuck waiting for the long traffic gaps needed to go across the bust thoroughfare or make the left-hand turn. North Carolina has deployed the superstreet concept at intersections across the state, including a corridor of signalized intersections along U.S. Route 17 near Wilmington. BENEFITS OF SUPERSTREETS Safety Travel Time Economic Development Fewer conflict
    [Show full text]
  • Gratiot Avenue Corridor Improvement Plan September 2009
    Gratiot Avenue Corridor Improvement Plan September 2009 prepared for Southeast Michigan Council of Governments (SEMCOG) in conjunction with Michigan Department of Transportation Macomb County Planning & Economic Development Road Commission of Macomb County prepared by Gratiot Avenue Corridor Improvement Plan The vision for access management along the Components of the Gratiot Avenue corridor is to restore and pre- Gratiot Avenue Corridor serve road capacity, improve safety condi- Improvement Plan tions, and support the long-term vision for 1. An access management plan with expanded regional transit, non-motorized guidelines and site-specific recom- mendations. systems and community sustainability. 2. Accompanying guidelines for coor- Spanning 26 miles in Macomb congestion along several seg- dinating improved transit, non-moro- County, the Gratiot Ave corridor is ments and there are locations tized and community sustainability. flush with opportunities to im- with a relatively high number of prove safety along this key artery crashes. Some of the crashes and 3. Zoning ordinance amendments by retrofitting the existing access, congestion along Gratiot are due to for corridor communities to adopt and redesign of key intersections and conflicts created where vehicles are apply for consistent standards. improving the interaction between entering or exiting access points, motorists, non-motorized users, disruptions to the flow of traffic 4. Consistent protocol for inter-agen- and transit users. Together, the and pedestrians traveling along the
    [Show full text]
  • GRE-35-4.40 Superstreets
    GRE-35-4.40 Superstreets Keith Smith, P.E. District 8 Environmental Engineer Project Manager John R. Kasich, Jerry Wray, Ohio Governor ODOT Director Project Background • 2004 Miami Valley Regional Planning Commission and ODOT completed the Greene 35 Corridor Study • Replace last 3 intersections on US 35 between Dayton and West Virginia carrying 40,000 vpd with 10% trucks • 2007 ODOT begins Preliminary Engineering studies on the configuration of interchanges to meet the needs of the traveling public while addressing local accessibility concerns • $120M solution is not obtainable it this time • In recognition of the importance of this corridor and the associated safety and congestion issues we are proposing an interim solution – conversion of the existing signalized intersections into signalized “Superstreets”. Freight Impact • 23,700 Tons of Freight per day • $71.75 Million per day • 20 hours of delay per peak hour for trucks • 100 hours of delay of commerce per day Recent Activities • TRAC Presentation – October 2015 Request for funding • Preliminary Development of Superstreet as an Interim Solution • Determine funding sources • Where do we go from here?? Interim Solution – Superstreets • Meets Project Purpose and Need • Improve Congestion & Safety • Fundable Solution • Approximately $5M per intersection • Project could potentially be funded through ODOT, Local and MVRPC funding sources • Provides Solution Commensurate with Cost • 1/10 th of ultimate project and will perform better than the existing signals for many years while interchange development and construction funding is pursued. What is a Superstreet • It is a non-traditional signalized intersection that can provide more capacity than a traditional traffic signal (like the one at Factory Road).
    [Show full text]
  • 2014 Median Handbook
    2014 MEDIAN HANDBOOK The purpose of this document is to guide the professional through the existing rules, standards and procedures, as well as to provide current national guidance on the best ways to plan for medians and median openings. Unless specifically referenced, this is not a set of standards nor a Departmental procedure. It is a comprehensive guide to allow the professional to make the best decisions on median planning. The primary thrust of this handbook is the unsignalized median opening. Even though much of this material can be used with signalized intersection planning, issues of signalized queues and signal timing are not covered in detail. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATON 850-414-4900 dot.state.fl.us/planning/systems CH1 Introduction MEDIAN HANDBOOK Contents CH 1 Introduction ..................................................................................................................... 5 1.0 Medians and their Importance for Safety ........................................................................ 5 1.0.1 What are the Benefits of Medians? .......................................................................... 5 1.1 How Medians Fit in with Access Management ................................................................ 6 1.1.1 What is the Function of a Median Opening? ............................................................ 6 1.1.2 The Location of Median Openings ............................................................................ 7 1.1.3 Medians Increase Safety – Case Studies ..................................................................
    [Show full text]
  • Superstreet Arterial Management (SSAM)
    Presented By: © Stephen E. Meyer, MSc, P.E. SSAM President, Superstreet Arterial Management System Meyer Transportation For Congested Corridors Consultants, Inc. red Meyer Transportation TSITETSITE Spring Spring Meeting Meeting 2015 Consultants, Inc. Today’s Agenda • SSAM © - What is it? • How can SSAM © be applied? • Pros and cons of SSAM © • Is SSAM © good for your client/city • SSAM © concept in Huntsville, Alabama Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. © SSAM - What is it? • Primarily used on multilane median divided arterials • Features limited access control • Minimizes arterial median openings • Reduces intersection conflict points by using indirect turns • Reduces the number of phases required at intersections • Increases available phase time for the major arterial Conventional 4-legged Intersection Superstreet Intersection Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. SSAM © - What is it? • Primary used on multilane median divided arterials • Features limited access control • MinimizesThe Results arterial median openings • Reduces• Improved intersection safety conflict points by using indirect turns • Reduced delay and congestion • Reduces the number of phases required at intersections • Increases available phase time for the major arterial Conventional 4-legged Intersection Superstreet Intersection Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. Superstreet Typical Intersection Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. Superstreet vs 4-legged Intersection How many conflict points? Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. 32 Conflict Points Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc. SSAM © - What is it? Intersection geometry AND WHAT? Restricted Crossing U-Turn (RCUT) Meyer Transportation TSITE Spring Meeting 2015 Consultants, Inc.
    [Show full text]
  • E John Street
    E JOHN STREET/ OUTER LOOP AREA SMALL AREA PLAN *DRAFT* Revised: 9-14-16 DL 10-7-16 9-21-16 DL 10-10-16 9-29-16 10-5-16 KI 10-6-16 Page 171 INTRODUCTION The land area around E John Street, south of I-485 and extending up to the CSX rail line, is one of the last large mostly- vacant sectors within the Town of Matthews. In the near future, this property is expected to become prime for development as E John Street/Old Monroe Rd is improved and widened. Planning the future conceptual build-out of this area therefore must be strategic and intentional. This study builds on the recommendations and strategies for this sector set forth in Chapter 4 of the Land Use Plan. This plan will create a vision for appropriate density of development for the study area and will provide recommendations for implementing the vision. This plan also identifies unique opportunities for development here due to the proximity to established neighborhoods, Central Piedmont Community College, the Mecklenburg County Sportsplex, and the future Entertainment District. Page 172 BACKGROUND The E John Street/Outer Loop Small Area Plan was determined by the Matthews Town Board of Commissioners in 2015 to be the top priority section of our jurisdiction to have an in-depth study prepared in advance of the expected E John St/Old Monroe Rd widening project. NCDOT intends to widen E John Street from Downtown Matthews to the Mecklenburg-Union County line where the street name changes to Old Monroe Rd as the widening continues to Wesley Chapel-Stouts Road in Indian Trail between the years 2022 and 2024.
    [Show full text]
  • Evaluation of Innovative Alternative Intersection Designs in the Development of Safety Performance Functions and Crash Modification Factors
    Final Report Contract BDV24-977-27 Evaluation of Innovative Alternative Intersection Designs in the Development of Safety Performance Functions and Crash Modification Factors Mohamed A. Abdel-Aty, Ph.D., P.E. Jaeyoung Lee, Ph.D. Jinghui Yuan, Ph.D. Lishengsa Yue, Ph.D. Ma’en Al-Omari, Ph.D. Student Ahmed Abdelrahman, Ph.D. Student University of Central Florida Department of Civil, Environmental & Construction Engineering Orlando, FL 32816-2450 May 2020 DISCLAIMER “The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the State of Florida Department of Transportation.” ii UNITS CONVERSION APPROXIMATE CONVERSIONS TO SI UNITS SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL LENGTH in inches 25.4 millimeters mm ft feet 0.305 meters m yd yards 0.914 meters m mi miles 1.61 kilometers km SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL AREA in2 square inches 645.2 square millimeters mm2 ft2 square feet 0.093 square meters m2 yd2 square yard 0.836 square meters m2 ac acres 0.405 hectares ha mi2 square miles 2.59 square kilometers km2 WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL SYMBOL VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liters L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms kg iii T short tons (2000 lb) 0.907 megagrams (or Mg (or "t") "metric ton") SYMBOL WHEN YOU KNOW
    [Show full text]