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UDOT Supplemental Specifications
UDOT Supplemental Specifications Table of Contents Section No. Title – Type 1. 01355 Environmental Compliance – Supplemental Specification (01/01/17) 2. 01455 Material Quality Requirements – Supplemental Specification (01/01/17) 3. 01456 Materials Dispute Resolution – Supplemental Specification (01/01/17) 4. 01554 Traffic Control – Supplemental Specification (01/01/17) 5. 01557S Maintenance of Traffic – Special Provision (04/19/16) 6. 01571 Temporary Environmental Controls – Supplemental Specification (01/01/17) 7. 01721 Survey – Supplemental Specification (01/01/17) 8. 02056 Embankment, Borrow, and Backfill – Supplemental Specification (01/01/17) 9. 02221 Remove Structure and Obstruction – Supplemental Specification (01/01/17) 10. 02316 Roadway Excavation – Supplemental Specification (01/01/17) 11. 02610 Drainage Pipe – Supplemental Specification (01/01/17) 12. 02701 Pavement Smoothness – Supplemental Specification (01/01/17) 13. 02742S Project Specific Surfacing Requirements – Department Special Provision (06/30/15) 14. 02744S Stone Matrix Asphalt (SMA) – Materials Special Provision (06/30/15) 15. 02748 Prime Coat/Tack Coat – Supplemental Specification (01/01/17) 16. 02765M Pavement Marking Paint – Materials Special Provision (10/05/15) 17. 02768 Pavement Marking Materials – Supplemental Specification (01/01/17) 18. 02822 Right-of-Way Fence and Gate – Supplemental Specification (01/01/17) 19. 02841 W-Beam Guardrail – Supplemental Specification (01/01/17) 20. 02842 Delineators – Supplemental Specifications (01/01/17) 21. 02843 Crash Cushions and Barrier End Treatments – Supplemental Specification (01/01/17) 22. 02844 Concrete Barrier – Supplemental Specification (01/01/17) 23. 02890 Retroreflective Sheeting – Supplemental Specification (01/01/17) 24. 02891 Traffic Sign – Supplemental Specification (01/01/17) 25. 13557 Variable Message Sign – Supplemental Specification (01/01/17) Supplemental Specification 2017 Standard Specification Book SECTION 01355 ENVIRONMENTAL COMPLIANCE PART 1 GENERAL 1.1 SECTION INCLUDES A. -
Preferential and Managed Lane Signs and General Information Signs
2009 Edition Page 253 CHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS Section 2G.01 Scope Support: 01 Preferential lanes are lanes designated for special traffic uses such as high-occupancy vehicles (HOVs), light rail, buses, taxis, or bicycles. Preferential lane treatments might be as simple as restricting a turning lane to a certain class of vehicles during peak periods, or as sophisticated as providing a separate roadway system within a highway corridor for certain vehicles. 02 Preferential lanes might be barrier-separated (on a separate alignment or physically separated from the other travel lanes by a barrier or median), buffer-separated (separated from the adjacent general-purpose lanes only by a narrow buffer area created with longitudinal pavement markings), or contiguous (separated from the adjacent general-purpose lanes only by a lane line). Preferential lanes might allow continuous access with the adjacent general-purpose lanes or restrict access only to designated locations. Preferential lanes might be operated in a constant direction or operated as reversible lanes. Some reversible preferential lanes on a divided highway might be operated counter-flow to the direction of traffic on the immediately adjacent general-purpose lanes. 03 Preferential lanes might be operated on a 24-hour basis, for extended periods of the day, during peak travel periods only, during special events, or during other activities. 04 Open-road tolling lanes and toll plaza lanes that segregate traffic based on payment method are not considered preferential lanes. Chapter 2F contains information regarding signing of open-road tolling lanes and toll plaza lanes. 05 Managed lanes typically restrict access with the adjacent general-purpose lanes to designated locations only. -
Cable Barrier Submission
Washington State Cable Median Barrier In-Service Study Doug McClanahan Washington State Department of Transportation PO Box 47329 Olympia Washington 98504-7329 Tel: (360) 705-7264 Fax: (360) 705-7330 [email protected] Richard B. Albin Washington State Department of Transportation PO Box 47329 Olympia Washington 98504-7329 Tel: (360) 705-7451 Fax: (360) 705-7330 [email protected] John C. Milton Washington State Department of Transportation PO Box 47329 Olympia Washington 98504-7329 Tel: (360) 705-7299 Fax: (360) 705-7330 [email protected] Submitted for presentation at the 83rd Annual Meeting of the National Transportation Research Board, Washington D.C., 2004. Estimated word count: 4080 text. November 2003 Washington State Cable Median Barrier In-Service Study Doug McClanahan Washington State Department of Transportation Richard B. Albin Washington State Department of Transportation John C. Milton Washington State Department of Transportation ABSTRACT Since 1989, the American Association of State Highway and Transportation Engineers (AASHTO) Roadside Design Guide has contained information on a cable median barrier design that mounts the middle cable on the back side of the posts so that it can contain and redirect vehicles that strike the system from either side. Cable median barrier has been tested in accordance with NCHRP Report 350 Test Level 3. However, there are only a couple of studies that have been performed on the in-service performance of this system. This report documents Washington’s experience with cable median barrier by analyzing its initial installation cost, maintenance costs, maintenance experiences, and accident history before and after installation. The report is based on accident and maintenance report data associated with 24.4 total miles of cable median barrier located in three distinct locations along Interstate 5 (I-5). -
Research Spotlight
RESEARCH ADMINISTRATION Bureau of Field Services Michigan Department of Transportation Research Spotlight Cable median barriers: Project Information REPORT NAME: Study of High- A cost-effective means Tension Cable Barriers on Michigan Roadways to save lives START DATE: October 2011 Median-crossover crashes are among the most hazardous events that can occur on freeways, often leading to serious injury or death. In recent REPORT DATE: October 2014 years, high-tension cable median barriers have emerged as a cost- RESEARCH REPORT NUMBER: effective alternative to conventional barriers in preventing such crashes. RC-1612 MDOT began installing them on state freeways in 2008. This research TOTAL COST: $223,895 project confirmed that cable median barriers are effective at reducing crossover crashes and improving freeway safety in Michigan, produced COST SHARING: 20% MDOT, 80% guidelines to help identify the best locations to install them, and FHWA through the SPR, Part II, developed content for public outreach materials explaining their benefit. Program MDOT Project Manager Problem Carlos Torres, P.E. Freeway median barriers made of concrete, steel Geometric Design Unit guardrail or high-tension Design Division cable are all effective at Michigan Department of preventing crossover Transportation crashes, but they can be 425 West Ottawa Street costly to install and main- Lansing, MI 48909 tain. Cable median barriers [email protected] have lower installation costs 517-335-2852 than concrete or guardrail Since their installation on selected Michigan highways beginning in alternatives, though they 2008, cable median barriers have reduced crossover crash rates in are more easily damaged these highway segments by 87 percent. by vehicle strikes, leading to higher maintenance and repair costs. -
DE MUTCD Page 3A-1 DRAFT Revision 3, October 2017
DE MUTCD Page 3A-1 CHAPTER 3A. GENERAL Section 3A.01 Functions and Limitations Support: 01 Markings on highways and on private roads open to public travel have important functions in providing guidance and information for the road user. Major marking types include pavement and curb markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices. 02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under most highway conditions, markings provide important information while allowing minimal diversion of attention from the roadway. Section 3A.02 Standardization of Application Standard: 01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this Manual. When used for applications not described in this Manual, markings shall conform in all respects to the principles and standards set forth in this Manual. Guidance: 02 Before any new highway, private road open to public travel (see definition in Section 1A.13), paved detour, or temporary route is opened to public travel, all necessary markings should be in place. Standard: 03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the markings are adequately visible. All markings on Interstate highways shall be retroreflective. -
NDOT Statewide Integrated Transportation Reliability Program ______
______________________________________________ NDOT Statewide Integrated Transportation Reliability Program _____________________ DRAFT Technical Memorandum No. 6 – Performance Measurement Plan Prepared by: October, 2009 092202013 Copyright © 2009, Kimley-Horn and Associates, Inc. TABLE OF CONTENTS DRAFT – PERFORMANCE MEASUREMENT PLAN 1. OVERVIEW OF PERFORMANCE MEASUREMENT PLAN ................................................................. 1 1.1 What is Performance Measurement and Why Use it? ......................................................... 1 1.2 How Performance Measurement is Used in Other States .................................................... 2 1.3 How Can Performance Monitoring Benefit NDOT and its Partners? ................................ 4 1.4 How is Transportation Performance Currently Being Monitored? .................................... 4 1.5 What is the Best Way to Measure Reliability in Nevada? ................................................... 5 1.6 How Do Performance Measures Relate to ITRP Strategies?............................................. 10 2. OUTCOME-BASED PERFORMANCE MEASURES .......................................................................... 11 3. ACTIVITY-BASED PERFORMANCE MEASURES ........................................................................... 23 4. PERFORMANCE MEASUREMENT REPORTING ............................................................................ 33 1.1 Overview of the Process and Progress ............................................................................... -
Facts About the Interstate 15 Managed Lanes Project Segment Description Cost Funding Constr
LEGEND (Million$) Facts About the Interstate 15 Managed Lanes Project Segment Description Cost Funding Constr. North Centre City Pkwy TRANSNET Freeway to SR-78 $249 CMAQ 2008-2011 RSTP SHOPP Middle TRANSNET TCRP STIP-IIP 2003- SR-56 to STIP-RIP Freeway $430 2008 Centre City Pkwy SHOPP RSTP CMAQ GARVEE-RIP GARVEE-IIP DEMO COOP South SR-163 to Freeway $481 TRANSNET 2008-2012 SR-56 CMAQ CMIA TRANSNET TCRP Transit Escondido to $122 2008-2012 Downtown CMAQ Federal Bus FileName:1-15MngLanes(5/04) April 2008 Interstate 15 Managed Lanes GOALS The I-15 Managed Lanes Project will manage traffic An integral part of the Managed Lanes is the Bus Rapid congestion and reduce delays on Interstate 15 (I-15), Transit (BRT) System -- a system of transit routes between State Route 163 (SR-163) and State Route 78 connecting residential areas with major employment (SR-78) by optimizing and increasing freeway capacity centers along the corridor. Preferential access to the and transportation alternatives in the corridor. Managed Lanes will allow buses to provide high-speed, "rapid" service. Bus Rapid Transit Centers (BRTCs) are planned adjacent to the freeway in Mira Mesa, Sabre PURPOSE AND NEED Springs/Rancho Penasquitos, Rancho Bernardo, near I-15 has serious traffic congestion problems affecting North County Fair and in Escondido. commuters, businesses, and regional goods movers. The Average Daily Traffic (ADT) on the corridor today In addition, the stations will have "Park & Ride" lots for ranges from 170,000 to 290,000 vehicles, with daily carpools and will be connected to the managed lanes by commute delays ranging from 30-45 minutes. -
Use of Barriers in Rural Open Road Conditionsâ•fla Synthesis Study
Purdue University Purdue e-Pubs JTRP Technical Reports Joint Transportation Research Program 2012 Use of Barriers in Rural Open Road Conditions—A Synthesis Study Erdong Chen Purdue University, [email protected] Jennifer Brown Purdue University, [email protected] Andrew Tarko Purdue University, [email protected] Recommended Citation Chen, E., J. Brown, and A. Tarko. Use of Barriers in Rural Open Road Conditions—A Synthesis Study. Publication FHWA/IN/JTRP-2012/08. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana, 2012. doi: 10.5703/ 1288284314670. This document has been made available through Purdue e-Pubs, a service of the Purdue University Libraries. Please contact [email protected] for additional information. JOINT TRANSPORTATION RESEARCH PROGRAM INDIANA DEPARTMENT OF TRANSPORTATION AND PURDUE UNIVERSITY USE OF BARRIERS IN RURAL OPEN Road Conditions— A SYNTHESIS STUDY Erdong Chen Graduate Research Assistant School of Civil Engineering Purdue University Jennifer Brown Graduate Research Assistant School of Civil Engineering Purdue University Andrew P. Tarko Professor of Civil Engineering School of Civil Engineering Center for Road Safety Purdue University Corresponding Author SPR-3515 Report Number: FHWA/IN/JTRP-2012/08 DOI: 10.5703/1288284314670 RECOMMENDED CITATION Chen, E., J. Brown, and A. P. Tarko. Use of Barriers in Rural Open Road Conditions—A Synthesis Study. Publication FHWA/IN/JTRP-2012/08. Joint Transportation Research Program, Indiana Department of Transportation -
Best Practices: Separation Devices Between Toll Lanes and Free Lanes
Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-07/0-5426-1 Accession No. 4. Title and Subtitle 5. Report Date Best Practices: Separation Devices between Toll Lanes and October 2006; Revised February 2007 Free Lanes 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Ian Hlavacek, Mike Vitek, and Randy B. Machemehl 0-5426-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-5426 3208 Red River, Suite 200 Austin, TX 78705-2650 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 2005–August 2006 P.O. Box 5080 Austin, TX 78763-5080 14. Sponsoring Agency Code 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. 16. Abstract Transportation agencies around the nation find themselves pushing the envelope of innovation to keep up with congestion caused by exploding demand for limited roadway space. Managed lanes provide a mechanism for harnessing the potential of the current infrastructure. Special-purpose lanes, including high- occupancy vehicle (HOV) and high-occupancy toll (HOT) lanes, allow engineers to manipulate roadway parameters to achieve varying levels of service. Managed lanes are controlled access facilities, and must somehow -
NCMUG Fall 2015: Potential Updates to North Carolina Travel Demand Models
NCMUG Fall 2015: Potential Updates to North Carolina Travel Demand Models Brian Wert, P.E. November 19, 2015 Agenda • Goals and Outcomes • Impetus for Change • Potential Issues • Managed Lanes • Superstreets • What can be done? 2 Goals and Outcomes 3 Goals • Share recent findings • Alert model custodians to recent rulings • Help determine path forward 4 Outcomes Make some decision soon • Deciding to decide later is acceptable • Deciding sufficient data does not exist is also acceptable • Choosing not to decide may no longer be acceptable Document decisions 5 Impetus for Change 6 Impetus for Change Recent best practice updates • NCHRP 716 • NCHRP 765 Recent court rulings • Yadkin Riverkeeper v NCDOT et al (Monroe Bypass) • Catawba Riverkeeper Foundation v NCDOT (Garden Parkway) • Midewin Heritage Association v Illinois DOT et al (Illiana Tollway) • 1000 Friends of Wisconsin v USDOT et al 7 Impetus for Change Recent best practice updates • NCHRP 716 • NCHRP 765 Recent court rulings • Yadkin Riverkeeper v NCDOT et al (Monroe Bypass) • Catawba Riverkeeper Foundation v NCDOT (Garden Parkway) – Documentation and SE Data • Midewin Heritage Association v Illinois DOT et al (Illiana Tollway) • 1000 Friends of Wisconsin v USDOT et al 8 Impetus for Change Recent best practice updates • NCHRP 716 • NCHRP 765 Recent court rulings • Yadkin Riverkeeper v NCDOT et al (Monroe Bypass) • Catawba Riverkeeper Foundation v NCDOT (Garden Parkway) • Midewin Heritage Association v Illinois DOT et al (Illiana Tollway) – Rationality and SE Data • 1000 Friends of -
Seminar Presentation
2014 SPECIFICATIONS UPDATE Book Cover for the 2014 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges Hierarchy of Organizational Elements 3 TXDOT SPECIFICATION FORMAT 2004 Format 2014 Format 4 GENERAL REQUIREMENTS ITEMS 1 – 9 Roxana Garcia, P.E. ITEM 1 – Definitions of Terms New Definitions: . Concrete Construction Joint. A joint formed by placing plastic concrete in direct contact with concrete that has attained its initial set. Intelligent Transportation System. An integrated system that uses video and other electronic detection devices to monitor traffic flows. Monolithic Concrete Placement. The placement of plastic concrete in such a manner and sequence to prevent a construction joint. Replacement Alternate. A bid item identified in the proposal form that a Bidder may substitute for a specific regular item of work. Suspension. Action taken by the Department or federal government pursuant to regulation that prohibits a person or company from entering into a Contract, or from participating as a subcontractor, or supplier of materials or equipment used in a highway improvement Contract as defined in Transportation Code, Chapter 223, Subchapter A. 6 ITEM 2 – Instructions to Bidders . Incorporated the current special provisions for Item 2. Clarifies that a bid proposal form will not be issued to a Bidder who is suspended or debarred by the Commission, Department, or any federal agency. Separates the language regarding confidential questionnaire and bidder’s questionnaire. Separates the language for electronic and manual bids. Updates the section regarding Home State Bidding Preferences with the latest legislative requirements. 7 ITEM 3 – Award and Execution of Contract . For projects with railroad requirements, the Contractor submits the right of entry agreement and associated insurance during contract execution. -
ATTACHMENT D02 Table of Guidance, Gaps & Needs in The
ATTACHMENT D02 Table of Guidance, Gaps & Needs in the RDG NCHRP 15-65 DEVELOPMENT OF SAFETY PERFORMANCE BASED GUIDELINES FOR THE ROADSIDE DESIGN GUIDE January 2018 Christine E. Carrigan, P.E., Ph.D. Malcolm H. Ray, P.E., Ph.D. P.O. Box 312 12 Main Street Canton, Maine 04221 RDG Guidance Summary Table Version: 3-12.2017 Author: EMR Table or Type of Decision Making Section Section Title Description of Guidance Ref? Figure Guidance Basis From NCHRP 2 Economic Evaluation of Roadside Safety Gap: Work recently completed but not implemented - The Roadside Safety Analysis Program (RSAPv3) Update Gap 20-07(360) 22-27 From Roadside Topography and Drainage Gap: Work recently completed but not implemented - Guidelines for Cost-effective Safety Treatment of Roadside NCHRP 3 Gap 20-07(360) Features Ditches 16-05 From Roadside Topography and Drainage NCHRP 3 Gap: Work recently completed but not implemented - Development of Clear Recovery Area Guidelines Gap 20-07(360) Features 17-11(02) From Roadside Topography and Drainage NCHRP 3 Gap covered by recently initiated research - Guidelines for Slope Traversability Gap 20-07(360) Features 17-55 3.1 The Clear-Zone Concept Old guidance: high-speed highways, 30 ft. clear zone allows 80% of errant vehicles to recover Y(6) Out-Dated Eng. Judgement 3.1 Tab. 3-1 The Clear-Zone Concept Table of recommended clear zone by speed, ADT, & fore/back slope severity No Design 3.1 Tab. 3-2 The Clear-Zone Concept Table of horizontal curve adjustment factor to clear-zone by radius and speed No Placement From Gap: push the forgiving roadside concept more.