CAP-X) Tool User Manual

Total Page:16

File Type:pdf, Size:1020Kb

CAP-X) Tool User Manual Capacity Analysis for Planning of Junctions (CAP-X) Tool User Manual FHWA Safety Program http://safety.fhwa.dot.gov CAP-X Tool User Manual NOTICE This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or the use thereof. This Report does not constitute a standard, specification, or regulation. The contents of this Report reflect the views of the contractor, who is responsible for the accuracy of the data presented herein. The contents do not necessarily reflect the official policy of the U.S. Department of Transportation. The United States Government does not endorse products or manufacturers named herein. Trade or manufacturers’ names appear herein solely because they are considered essential to the object of this report. QUALITY ASSURANCE STATEMENT The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. ii CAP-X Tool User Manual TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-SA-18-067 4. Title and Subtitle 5. Report Date Capacity Analysis for Planning of Junctions (CAP-X) Tool User Manual October 2018 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Jenior, P., Haas, P., Butsick, A., and Ray, B. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) KLS Engineering, LLC (Prime) Kittelson & Associates, Inc. 11. Contract or Grant No. 45155 Research Pl, Suite 200 20 S Charles Street, Suite 406 Ashburn, VA 20147 Baltimore, MD 21201 DTFH61-16-D-00017 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered U.S. Department of Transportation Technical Report User Manual – TBD Federal Highway Administration 1200 New Jersey Ave. SE 14. Sponsoring Agency Code Washington, DC 20590 FHWA 15. Supplementary Notes The Task Order Contracting Officer’s Representative for this report was Jeffrey Shaw. This project was produced as part of the Transportation Pooled Fund Study (http://www.pooledfund.org/), under TPF-5(255) Highway Safety Manual Implementation. 16. Abstract The Capacity Analysis for Planning of Junctions (CAP-X) Tool is intended to aid in the determination of a preferred alternative for a given intersection project by providing an objective, quantifiable basis to compare the operational performance of different intersection types. This tool may be of use to transportation planners, transportation engineers, and highway and street designers. This document provides information and guidance on how to use the CAP-X Tool, a macro-based, Microsoft Excel spreadsheet, to assess the operational performance of a variety of intersection geometry and control scenarios in terms of volume to capacity ratio and multimodal accommodations. 17. Key Words 18. Distribution Statement Intersection operations, alternative intersections, intersection No restrictions. control evaluation, intersection screening, intersection performance, critical lane volume, ICE, pedestrian intersection accommodations, bicycle intersection accommodations 19. Security Classif. (of this report) 20. Security Classif. (of this page) 21. No. of Pages 22. Price Unclassified Unclassified 50 N/A Form DOT F 1700.7 (8-72) Reproduction of completed page authorized iii CAP-X Tool User Manual iv CAP-X Tool User Manual FOREWORD This document is a user manual for the Capacity Analysis for Planning of Junctions (CAP-X) Tool, a macro-based, Microsoft Excel format spreadsheet. This user manual provides instructions and guidance on how to use this spreadsheet tool to perform operational performance analysis for a variety of intersection geometry and control scenarios. The CAP-X Tool provides an objective, quantifiable basis for comparing the operational performance of different intersection types that will help users determine a preferred alternative for a given intersection project. This tool may be of use to traffic operations researchers and practitioners, transportation planners and engineers, and highway and street designers. Michael S. Griffith Director, Office of Safety Technologies Federal Highway Administration DISCLAIMER The Capacity Analysis for Planning of Junctions (CAP-X) Tool is intended to assist planners and engineers with planning level operation analysis of junctions. This analysis forms one component of a comprehensive intersection control evaluation (ICE) or alternatives analysis. As such, the results of the CAP-X Tool – overall v/c ratio and multimodal accommodations analysis – should not be the sole basis of choosing a given intersection or interchange form for implementation. The CAP-X Tool is not intended to be an intersection/interchange form selection tool. COVER PHOTO CREDITS Left: Lee Rodergerdts, Kittelson & Associates, Inc Top Right: Federal Highway Administration Bottom Right: Pete Jenior, Kittelson & Associates, Inc v CAP-X Tool User Manual TABLE OF CONTENTS Introduction…… ........................................................................................................................... 1 What is Intersection Control Evaluation (ICE)? ............................................................................................................................ 1 Role of the CAP-X Tool ................................................................................................................................................................. 2 Critical Lane Volume Analysis ....................................................................................................................................................... 3 Range of Analyses ........................................................................................................................................................................ 5 Relationship to Other Tools.......................................................................................................................................................... 5 Using the CAP-X Tool ................................................................................................................... 5 Functionality and Requirements .................................................................................................................................................. 5 Introduction Tab........................................................................................................................................................................... 5 Abbreviations & Assumptions Tab ............................................................................................................................................... 6 Volume Input Tab ......................................................................................................................................................................... 6 Base and Alt Sel Tab ..................................................................................................................................................................... 8 Multimodal Ped Tab ................................................................................................................................................................... 10 Multimodal Bike Tab .................................................................................................................................................................. 13 Alt Num Lanes Input Tab ............................................................................................................................................................ 16 Summary Results ........................................................................................................................................................................ 18 Detailed Results.......................................................................................................................................................................... 19 Report Tabs ................................................................................................................................................................................ 22 CASE STUDIES……. ......................................................................................................................... 23 Case Study #1. New Private Access Driveway ............................................................................................................................ 23 Case Study #2. Intersection Improvement ................................................................................................................................. 29 Case Study #3. New Interchange ................................................................................................................................................ 35 vi CAP-X Tool User Manual LIST OF FIGURES Figure 1. Decision Making Process. ........................................................................................................ 2 Figure 2. Example of Operational Analysis for Partial DLT. ................................................................... 4 Figure 3. Case Study
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]
  • Transportation Network Plan Middleton, WI
    Report Transportation Network Plan City of Middleton, WI December 2006 Report for City of Middleton, Wisconsin Transportation Network Plan Prepared by: Traffic Associates LLC and STRAND ASSOCIATES, INC.® 910 West Wingra Drive Madison, WI 53715 www.strand.com December 2006 Approved by Middleton City Council November 21, 2006 TABLE OF CONTENTS Page No. or Following SECTION 1–INTRODUCTION AND EXECUTIVE SUMMARY 1.01 Overview.................................................................................................... 1-1 1.02 Executive Summary................................................................................... 1-3 SECTION 2–EXISTING TRANSPORTATION SYSTEM 2.01 Existing Transportation System................................................................. 2-1 2.02 Traffic Data Collection................................................................................ 2-14 2.03 Existing Conditions Modeling..................................................................... 2-16 SECTION 3–FUTURE CONDITIONS 3.01 Future Traffic Forecasting.......................................................................... 3-1 3.02 Future Conditions Traffic Operations Modeling ......................................... 3-4 3.03 Prioritization of Future Motor Vehicle Needs ............................................. 3-6 SECTION 4–SOLUTION TYPES 4.01 Transportation Solutions............................................................................ 4-1 4.02 Traffic Management Perspective ..............................................................
    [Show full text]
  • Rural Expressway Intersection Synthesis of Practice and Crash Analysis
    RURAL EXPRESSWAY INTERSECTION SYNTHESIS OF PRACTICE AND CRASH ANALYSIS Sponsored by the Iowa Department of Transportation (CTRE Project 03-157) Final Report October 2004 Disclaimer Notice The opinions, fi ndings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Iowa Department of Transportation. The sponsor(s) assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specifi cation, or regulation. The sponsor(s) do not endorse products or manufacturers. About CTRE/ISU The mission of the Center for Transportation Research and Education (CTRE) at Iowa State Uni- versity is to develop and implement innovative methods, materials, and technologies for improv- ing transportation effi ciency, safety, and reliability while improving the learning environment of students, faculty, and staff in transportation-related fi elds. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. CTRE Project 03-157 4. Title and Subtitle 5. Report Date Rural Expressway Intersection Synthesis of Practice and Crash Analysis October 2004 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. T. H. Maze, Neal R. Hawkins, and Garrett Burchett 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research and Education Iowa State University 11. Contract or Grant No. 2901 South Loop Drive, Suite 3100 Ames, IA 50010-8634 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Iowa Department of Transportation Final Report 800 Lincoln Way 14. Sponsoring Agency Code Ames, IA 50010 15.
    [Show full text]
  • Alternative Intersections Comparative Analysis
    Alternative Intersections Comparative Analysis Morgan State University The Pennsylvania State University University of Maryland University of Virginia Virginia Polytechnic Institute & State University West Virginia University The Pennsylvania State University The Thomas D. Larson Pennsylvania Transportation Institute Transportation Research Building University Park, PA 16802-4710 Phone: 814-865-1891 Fax: 814-863-3707 www.mautc.psu.edu OPERATIONAL ANALYSIS OF ALTERNATIVE INTERSECTIONS By: John Sangster and Hesham Rakha Mid-Atlantic University Transportation Center Final Report Department of Civil and Environment Engineering Virginia Polytechnic Institute and State University July 23, 2015 1 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. VT-2012-03 4. Title and Subtitle 5. Report Date Operational Analysis of Alternative Intersections July 21, 2015 6. Performing Organization Code Virginia Tech 7. Author(s) 8. Performing Organization Report No. John Sangster and Hesham Rakha 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Virginia Tech Transportation Institute 3500 Transportation Research Plaza 11. Contract or Grant No. Blacksburg, VA 24061 DTRT12-G-UTC03 12. Sponsoring Agency Name and Address 13. Type of Report US Department of Transportation Final Report Research & Innovative Technology Admin UTC Program, RDT-30 14. Sponsoring Agency Code 1200 New Jersey Ave., SE Washington, DC 20590 15. Supplementary Notes 16. Abstract Alternative intersections and interchanges, such as the diverging diamond interchange (DDI), the restricted crossing u-turn (RCUT), and the displaced left-turn intersection (DLT), have the potential to both improve safety and reduce delay. However, partially due to lingering questions about analysis methods and service measures for these designs, their rate of implementation remains low.
    [Show full text]
  • Geometric Design Strategic Research TRANSPORTATION RESEARCH BOARD 2006 EXECUTIVE COMMITTEE OFFICERS
    TRANSPORTATION RESEARCH Number E-C110 January 2007 Geometric Design Strategic Research TRANSPORTATION RESEARCH BOARD 2006 EXECUTIVE COMMITTEE OFFICERS Chair: Michael D. Meyer, Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta Vice Chair: Linda S. Watson, Executive Director, LYNX–Central Florida Regional Transportation Authority, Orlando Division Chair for NRC Oversight: C. Michael Walton, Ernest H. Cockrell Centennial Chair in Engineering, University of Texas, Austin Executive Director: Robert E. Skinner, Jr., Transportation Research Board TRANSPORTATION RESEARCH BOARD 2006 TECHNICAL ACTIVITIES COUNCIL Chair: Neil J. Pedersen, State Highway Administrator, Maryland State Highway Administration, Baltimore Technical Activities Director: Mark R. Norman, Transportation Research Board Christopher P. L. Barkan, Associate Professor and Director, Railroad Engineering, University of Illinois at Urbana–Champaign, Rail Group Chair Shelly R. Brown, Principal, Shelly Brown Associates, Seattle, Washington, Legal Resources Group Chair Christina S. Casgar, Office of the Secretary of Transportation, Office of Intermodalism, Washington, D.C., Freight Systems Group Chair James M. Crites, Executive Vice President, Operations, Dallas–Fort Worth International Airport, Texas, Aviation Group Chair Arlene L. Dietz, C&A Dietz, LLC, Salem, Oregon, Marine Group Chair Robert C. Johns, Director, Center for Transportation Studies, University of Minnesota, Minneapolis, Policy and Organization Group Chair Patricia V. McLaughlin, Principal, Moore Iacofano Golstman, Inc., Pasadena, California, Public Transportation Group Chair Marcy S. Schwartz, Senior Vice President, CH2M HILL, Portland, Oregon, Planning and Environment Group Chair Leland D. Smithson, AASHTO SICOP Coordinator, Iowa Department of Transportation, Ames, Operations and Maintenance Group Chair L. David Suits, Executive Director, North American Geosynthetics Society, Albany, New York, Design and Construction Group Chair Barry M.
    [Show full text]
  • TAC 2003 Jughandle Final
    UNCONVENTIONAL ARTERIAL DESIGN Jughandle Intersection Concept for McKnight Boulevard in Calgary G. FurtadoA, G. TenchaA and, H. DevosB A McElhanney Consulting Services Ltd., Surrey, BC B McElhanney Consulting Services Ltd., Edmonton, AB ABSTRACT: A functional planning study was initiated along McKnight Boulevard by the City of Calgary in response to the growing traffic and peak hour congestion routinely experienced along the corridor. The objective of the study was to identify and define, the most suitable improvements for medium term (2015 horizon) and long-term (2038 horizon) traffic demands, while conforming to a large number of independent constraints. Numerous alternatives were identified, and in due course rejected, due to their inability to adequately address the project requirements or satisfactorily meet stakeholder needs. Ultimately, a conventional intersection design involving widening along the south side of the corridor and the jughandle intersection concept were short listed for further evaluation and comparison. These design alternatives were subjected to a relatively rigorous appraisal that included performance, signing, laning and signalization requirements, property impacts, access and transit requirements, safety considerations, human factors and environmental impacts to name a few. It was found that operationally, the jughandle intersection design has compelling application potential in high volume corridors where local access is required and full grade separation is impractical or too costly. However, the jughandle property acquisition requirements and resulting costs along highly urbanized corridors, combined with their limited implementation experience in North America, can preclude their use in less than optimum circumstances. 1. INTRODUCTION Arterial roadways are typically designed and built with the intention of providing superior traffic service over collector and local roads (1).
    [Show full text]
  • Intersections - Final Report
    Operational Applications of Signalized Offset T- Intersections - Final Report Institute for Transportation Research and Education (ITRE) North Carolina State University Christopher M. Cunningham, P.E., P.I. Shannon Warchol, P.E., Co-P.I. Juwoon Baek Guangchuan Yang, Ph.D. NCDOT Project 2019-31 July 2020 NCDOT 2019-31 Project Report This page is intentionally blank. II North Carolina Department of Transportation Research Project No. 2019-31 Operational Applications of Signalized Offset T-Intersections Christopher M. Cunningham Shannon E. Warchol Juwoon Baek Guangchuan Yang July 2020 NCDOT 2019-31 Project Report 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA/NC/2019-31 4. Title and Subtitle 5. Report Date Operational Applications of Signalized Offset T-Intersections July 22, 2020 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Chris Cunningham, MSCE, P.E., Shannon Warchol, MSCE, P.E., Juwoon Baek, Guangchuan Yang, Ph.D. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Institute for Transportation Research and Education North Carolina State University 11. Contract or Grant No. Centennial Campus Box 8601 Raleigh, NC 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered North Carolina Department of Transportation Final Report Research and Analysis Group August 2017 – July 2020 104 Fayetteville Street Raleigh, North Carolina 27601 14. Sponsoring Agency Code 2019-31 Supplementary Notes: 16. Abstract NCDOT maintains a significant number of T intersections with developable land occupying the vacant fourth leg. When a need for a fourth leg is established, NCDOT must determine the optimal location of the leg.
    [Show full text]
  • A303 Amesbury to Berwick Down Public Consultation APRIL 2018
    A303 Amesbury to Berwick Down public consultation APRIL 2018 Response to consultation questions Note: This response should be read in conjunction with the letter attached to this consultation response. This document details our response to the questions raised in the consultation documents provided by Highways England on the proposed scheme as currently designed. We note that while we have now been presented with more information about the design, a substantial amount of detailed design work still needs to be undertaken. We also await the publication of the full Environmental Impact Assessment and associated Heritage Impact Assessment to enable us to properly assess the potential impacts of the proposed scheme and the effectiveness of the measures proposed to mitigate those impacts. All of the comments we provide in this document (and the associated letter) are therefore given in the expectation of the delivery of a considered, high quality solution to the final design and construction of this proposed scheme, appropriate to the protection of this internationally important site. The potential impacts and benefits of the proposed scheme must be tested in accordance with UNESCO/ICOMOS guidance to assess whether it will protect, conserve and enhance the Outstanding Universal Value (OUV) of the World Heritage Site (WHS). To that end, notwithstanding the need for Highways England as the scheme promoters to complete such an assessment as part of their full Heritage Impact Assessment, we, together with Historic England, have carried out our own assessments using this guidance to inform our position. Based on the findings of our latest assessment, we consider that while Highways England have made many improvements to the road design in an attempt to protect the WHS, further mitigation measures are required in order to ensure that the road, particularly in the western part of the WHS, does not cause unacceptable harm to its OUV.
    [Show full text]
  • Design Manual M 22-01.15 July 2018
    Publications Transmittal Transmittal Number Date PT 18-056 July 2018 Publication Distribution To: Design Manual Holders Publication Title Publication Number Design Manual – July 2018 M 22-01.15 Originating Organization WSDOT Development Division, Design Office – Design Policy, Standards, and Safety Research Section Remarks and Instructions What’s changed in the Design Manual for July 2018? See the summary of revisions beginning on Page 3. How do you stay connected to current design policy? It’s the designer’s responsibility to apply current design policy when developing transportation projects at WSDOT. The best way to know what’s current is to reference the manual online. Access the current electronic WSDOT Design Manual, the latest revision package, and individual chapters at: www.wsdot.wa.gov/publications/manuals/m22-01.htm We’re ready to help. If you have comments or questions about the Design Manual, please don’t hesitate to contact us. Area of Practice Your Contacts Geometric Design, Roadside Safety Jeff Petterson 360-705-7246 [email protected] and Traffic Barriers Chris Schroedel 360-705-7299 [email protected] General Guidance and Support John Donahue 360-705-7952 [email protected] To get the latest information on individual WSDOT publications: Sign up for email updates at: www.wsdot.wa.gov/publications/manuals/ HQ Design Office Signature Phone Number /s/ Jeff Carpenter 360-705-7821 Page 1 of 6 Remove/Insert instructions for those who maintain a printed manual NOTE: Also replace the Title Page CHAPTER/SECTION REMOVE
    [Show full text]
  • 2007-32 Benefit-Cost Analysis for Intersection Decision Support
    2007-32 Benefit-Cost Analysis for Intersection Decision Support Report #5 in the Series: Developing Intersection Decision Support Solutions e ativ Solutions! nov ..In earch...Knowledge. es Take the steps... R Transportation Research Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC-2007-32 4. Title and Subtitle 5. Report Date Benefit-Cost Analysis for Intersection Decision Support October 2007 6. 7. Author(s) 8. Performing Organization Report No. Michael Corbett, David Levinson, Xi Zou 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. University of Minnesota Department of Civil Engineering 11. Contract (C) or Grant (G) No. 500 Pillsbury Drive S.E. (c) 81655 (wo) 33 Minneapolis, MN 55455 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Department of Transportation Final Report 395 John Ireland Boulevard Mail Stop 330 14. Sponsoring Agency Code St. Paul, Minnesota 55155 15. Supplementary Notes http://www.lrrb.org/PDF/200732.pdf Report #5 in the Series: Developing Intersection Decision Support Solutions 16. Abstract (Limit: 200 words) The Intersection Decision Support (IDS) system is designed to assist drivers on stop-controlled low-volume rural roads choosing gaps when confronted with busy multiple lane divided-highways, without affecting traffic on the high-volume road. The hope is, that by providing better gap guidance, fewer crashes (and fatalities) will occur. This research develops a framework for analyzing such a new, and presently under-specified technology, and illustrates that framework by comparing that with more conventional engineering approaches, as well as a “do- nothing” base case.
    [Show full text]
  • Pedregal-Catambuco Segment
    - – ENVIRONMENTAL IMPACT STUDY FOR THE RUMICH2015 ACA PASTO DUAL CARRIAGEWAY, PEDREGAL CATAMBUCO SPAN, CONCESSION CONTRACT UNDER SCHEME APP NO. 15 OF Ambientales S.A.S Géminis Consultores EXECUTIVE SUMMARY March 2017 San Juan de Pasto, - – ENVIRONMENTAL IMPACT STUDY FOR THE RUMICHACA PASTO DUAL CARRIAGEWAY, PEDREGAL CATAMBUCO SPAN, CONCESSION CONTRACT UNDER SCHEME APP NO. 15 OF 2015 -Pasto theThePedregal Rumichaca- Catambuco dualspan carriageway road project is a project of national interest and one of the most important in the department of Nariño, which is part of , subject matter of this Environmental Impact Study (EIS). Given its technical characteristics, which can lead to serious deterioration to the implementation,renewable natural resources, or the environment, or introduce significant or notable changes to the landscape, -theANLA project- is subject of environmental licensing for its reason why it is submitted to considerationgathered of the National Authority 2015.of Environmental Licenses , in compliance with provisions of decree 1076 of 2015, as well as the terms of reference for road projects, by resolution 0751 of The EIS SAS where the is developed by Gemini Environmental Consultants and contains the environmental characterizationn of the territory project of the second carriageway will be constructed, as well as the description of the actions and interrelation of the atural resourcesthere with said works. On the other hand, the title holder of is the Concesionaria Vial Unión del Sur and is part of the eight second wave projects of the Fourth Generation of Road Concessions that are governed by the guidelines set forth in the CONPESation document 3760 of 2013 and byInfrastr the regulations (Law 1508 of 2012) related to Public Private Partnerships (PPPS) and who are in charge of the Ministry of Transport , through the National ucture AgencyEIA (ANI).
    [Show full text]
  • Traditional Intersections Vs. Town Center Intersections Traditional
    Traditional Intersections vs. Town Center Intersections Similar to Split Intersection ‐ roads are split into 1‐way streets and space in center developed or preserved Traditional Intersection Traditional iiintersection signal cycle has 4 phases – 2 for left turns 2 for through movements Traditional Intersection 4 Phase Signal Cycle Times* 10% 6% 22% 62% lefts straight through *average intersection 75% of the traffic (through movement) gets only about 60% of the cycle time Too much time spent on left turns and yellow signals (transition between movements) Innovative Intersection Innovative intersection signal cycles have only 2 (or 3) phases – left turns are moved or redirected Innovative Intersections create more green time 4 Phase Signal ItiInnovative 2 Phase Cycle Times Signal Cycle Times 6% 4% 10% 6% 22% 62% 90% lefts straight straight through through 75% ‐ 80% of traffic 100% of traffic gets 90% of time – gets only about 60% of time no waiting for left turns Town Center Intersection A town center split intersection, intersection (tci) but both streets is similar to the are separated FUTURE USE open or developed “Town Center” available FUTURE USE for public open or developed into 1‐way ora private 4 simple uses. streets, creating d intersections Assist Town Center Intersection A town center split intersection, intersection (tci) but both streets is similar to the are separated FUTURE USE open or developed “Town Center” available FUTURE USE for public open or developed into 1‐way ora private 4 simple uses. streets, creating d intersections Assist Town Center Intersection A town center split intersection, intersection (tci) but both streets is similar to the are separated FUTURE USE open or developed “Town Center” available FUTURE USE for public open or developed into 1‐way ora private 4 simple uses.
    [Show full text]