Development of a Dynamic Traffic Assignment Model to Evaluate Lane-Reversal Plans for I-65
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Module 6. Hov Treatments
Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations .......................................... -
Evaluation of Concrete Pavements with Tied Shoulders Or Widened Lanes Bert E
39 19. K. Y. Kung. A New Method in Correlation Study of vision of Pavements. Proc., 3rd International Con Pavement Deflection and Cracking. Proc., 2nd In ference on Structural Design of Asphalt Pavements, ternational Conference on Structural Design of 1972, pp. 1188-1205. Asphalt Pavements, 1967, pp. 1037-1046. 20. P. H. Leger and P. Autret. The Use of Deflection Publication of this paper sponsored by Committee on Pavement Condi Measurements for the Structural Design and Super- tion Evaluation. Evaluation of Concrete Pavements With Tied Shoulders or Widened Lanes Bert E. Colley, Claire G. Ball, and Pichet Arriyavat, Portland Cement Association Field and laboratory pavements were instrumented and load tested to reducing pavement performance, Because of this prob evaluate the effect of widened lanes, concrete shoulders, and slab thick lem, several states have installed costly longitudinal ness on measured strains and deflectfons. Eight slabs were tested in the and transverse drainage systems. Thus, concrete field and two in the laboratory. Pavement slabs were 203, 229, or 254 shoulders and widened lanes have the potential for curing mm (8, 9, or 10 in) thick. Other major design variables included the width of lane widening, the presence or absence of dowels or of a con many drainage problems as well as providing additional crete shoulder, joint spacing, and the type of shoulder joint construc slab strength. tion. Generally, there was good agreement between measured strains and Many design features contribute to pavement life. values calculated by using Westergaard's theoretical equations. Concrete The effect of some of these features can be evaluated shoulders were effective in reducing the magnitude of measured strains analytically. -
City of Kenner Emergency Operations Plan (COKEOP), Augmenting the Basic Plan (BP)
CITY OF KENNER EMERGENCY OPERATIONS PLAN Annex “A” HURRICANE AND STORM PLAN (H&SP) Issued: June 1, 2007 Revised: November 1, 2011 City of Kenner, Louisiana Hurricane and Storm Plan June 1, 2007 I. PURPOSE The purpose of the City of Kenner Hurricane & Storm Plan (hereafter referred to as “Plan” or “H&SP”) is to describe the emergency response of City agencies in the event of a hurricane or severe storm. This document is intended to serve as a guide for the delivery and coordination of governmental services prior to, during, and following a storm incident. The guidelines set forth will facilitate the City’s Emergency Planning Advisory Group (EPAG) and executive’s decision-making regarding preparation, response and management of storm incidents. II. SCOPE This Plan is an administrative directive governing the operations of the City of Kenner, its subordinate agencies and departments. This document in no way purports to cover all aspects of storm related disaster/emergency or recovery management. Rather, it is intended to provide City personnel with an outline of those essential functions and duties to be performed in the event of a hurricane or storm event. - 1 - Revised: November 1, 2011 City of Kenner, Louisiana Hurricane and Storm Plan June 1, 2007 TITLE I. PLAN IMPLEMENTATION III. HURRICANE AND STORM PLAN IMPLEMENTATION The City of Kenner Hurricane and Storm Plan (H&SP) is a component of the City of Kenner Emergency Operations Plan (COKEOP), augmenting the Basic Plan (BP). Upon learning or receiving information from any source of a developing, pending, or actual hurricane or storm event, the Mayor or his/her designee may implement all or any portion of the COKEOP-BP or H&SP. -
A FAILURE of INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina
A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina U.S. House of Representatives 4 A FAILURE OF INITIATIVE A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Union Calendar No. 00 109th Congress Report 2nd Session 000-000 A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Report by the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Available via the World Wide Web: http://www.gpoacess.gov/congress/index.html February 15, 2006. — Committed to the Committee of the Whole House on the State of the Union and ordered to be printed U. S. GOVERNMEN T PRINTING OFFICE Keeping America Informed I www.gpo.gov WASHINGTON 2 0 0 6 23950 PDF For sale by the Superintendent of Documents, U.S. Government Printing Office Internet: bookstore.gpo.gov Phone: toll free (866) 512-1800; DC area (202) 512-1800 Fax: (202) 512-2250 Mail: Stop SSOP, Washington, DC 20402-0001 COVER PHOTO: FEMA, BACKGROUND PHOTO: NASA SELECT BIPARTISAN COMMITTEE TO INVESTIGATE THE PREPARATION FOR AND RESPONSE TO HURRICANE KATRINA TOM DAVIS, (VA) Chairman HAROLD ROGERS (KY) CHRISTOPHER SHAYS (CT) HENRY BONILLA (TX) STEVE BUYER (IN) SUE MYRICK (NC) MAC THORNBERRY (TX) KAY GRANGER (TX) CHARLES W. “CHIP” PICKERING (MS) BILL SHUSTER (PA) JEFF MILLER (FL) Members who participated at the invitation of the Select Committee CHARLIE MELANCON (LA) GENE TAYLOR (MS) WILLIAM J. -
A Guide for HOT Lane Development FHWA
U.S. Department of Transportation Federal Highway Administration A Guide for HOT LANE DEVELOPMENT A Guide for HOT LANE DEVELOPMENT BY WITH IN PARTNERSHIP WITH U.S. Department of Transportation Federal Highway Administration PRINCIPAL AUTHORS Benjamin G. Perez, AICP PB CONSULT Gian-Claudia Sciara, AICP PARSONS BRINCKERHOFF WITH CONTRIBUTIONS FROM T. Brent Baker Stephanie MacLachlin PB CONSULT PB CONSULT Kiran Bhatt Carol C. Martsolf KT ANALYTICS PARSONS BRINCKERHOFF James S. Bourgart Hameed Merchant PARSONS BRINCKERHOFF HOUSTON METRO James R. Brown John Muscatell PARSONS BRINCKERHOFF COLORADO DEPARTMENT OF TRANSPORTATION Ginger Daniels John O’Laughlin TEXAS TRANSPORTATION INSTITUTE PARSONS BRINCKERHOFF Heather Dugan Bruce Podwal COLORADO DEPARTMENT OF TRANSPORTATION PARSONS BRINCKERHOFF Charles Fuhs Robert Poole PARSONS BRINCKERHOFF REASON PUBLIC POLICY INSTITUTE Ira J. Hirschman David Pope PB CONSULT PARSONS BRINCKERHOFF David Kaplan Al Schaufler SAN DIEGO ASSOCIATION OF GOVERNMENTS PARSONS BRINCKERHOFF Hal Kassoff Peter Samuel PARSONS BRINCKERHOFF TOLL ROADS NEWSLETTER Kim Kawada William Stockton SAN DIEGO ASSOCIATION OF GOVERNMENTS TEXAS TRANSPORTATION INSTITUTE Tim Kelly Myron Swisher HOUSTON METRO COLORADO DEPARTMENT OF TRANSPORTATION Stephen Lockwood Sally Wegmann PB CONSULT TEXAS DEPARTMENT OF TRANSPORTATION Chapter 1 Hot Lane Concept And Rationale........................................................................2 1.1 HOT lanes Defined .................................................................................................2 -
Contruction of Concrete Shoulders
Construction of Concrete Shoulders Ralph L. D uncan Field Engineer, Bureau of Construction Illinois Division of Highways Springfield, Illinois INTRODUCTION Illinois has constructed concrete shoulders on portions of three con tracts. During the 1963-1964 construction season, our contracts per mitted the contractor the option of the type of stabilizing agent to use with a gravel or crushed stone material to produce a stabilized shoulder. We had progressed to this high type shoulder as have most highway departments in order to try to reduce maintenance problems, eliminate drop-offs at pavement edges, and provide a year-round safe recovery and emergency stopping areas. W e have on the Illinois highway system earth shoulders, gravel shoulders, crushed stone shoulders, cement aggre gate mixtures (or CAM ) shoulders, bituminous aggregate mixtures (or BAM) shoulders, and pozzolanic mixtures (or PA M ) shoulders. None of these shoulders have proven to be trouble-free. FIRST CONCRETE SHOULDERS IN ILLINOIS—1965 In the spring of 1965, a contractor requested the division of high ways to consider a proposal to place Portland cement concrete shoulders in place of the options provided in the contract. After consideration by the division, it was decided to permit this change in plans. W e hoped to determine the extent of any construction problems and by observation, in future years, to see what maintenance problems might develop. This first construction of Portland cement concrete shoulders is located just north of East Peoria on U.S. 150 between Interstate 74 and Illinois 87. The project is approximately five miles long. The roadway begins at the urban limits of East Peoria and varies from a 4-foot concrete median to a 40-foot depressed median as it leaves the urban area. -
Disaster Preparedness Guide 2021
Hillsborough County Disaster Preparedness Guide 2021 INSIDE Three Steps to Disaster Preparedness Prepping for All Disasters Hurricane Season (June 1 – November 30) Hurricane Maps Important Contact Information Hillsborough County Hillsborough County Emergency Management A Great Place to Live, Work, and Play Located in the thriving center of West-Central Florida, Hillsborough County is the Tampa Bay Disaster Preparedness region’s largest county, and a major part of the Florida High-Tech Corridor along Interstate 4. Situated between Orlando and the Gulf of Mexico, Hillsborough County features stunning natural treasures, a plethora of entertainment options, Guide 2021 major employers, and the University of South Florida, a premiere research institution, all in a year-round temperate climate. Hillsborough County Contents is a great place to live, work, and play. Emergency Management is Hillsborough County Emergency Management 1 Prepared for You Three Steps to Disaster Preparedness 1 The Office of Emergency Management is responsible for planning and coordinating actions 1. Pack a Disaster Kit 2 to prepare, respond, and recover from natural or man-made disasters in Hillsborough County. The 2. Make a Plan 3 Office manages the County Emergency Operations Center, conducts emergency training, provides public education, helps coordinate the Community Emergency Response Teams, and many other tasks. 3. Stay Informed 6 Three Steps to Disaster Preparedness Prepping for All Disasters 7 Hurricane Season in Hillsborough County (June 1 – November 30) 8 1. Pack a Disaster Kit Being prepared starts by having a disaster supply kit. Take a moment every year to review the items Hillsborough County Hurricane Maps 12 in your disaster kit and restock it with anything you may be missing or that needs to be replaced. -
Access Control
Access Control Appendix D US 54 /400 Study Area Proposed Access Management Code City of Andover, KS D1 Table of Contents Section 1: Purpose D3 Section 2: Applicability D4 Section 3: Conformance with Plans, Regulations, and Statutes D5 Section 4: Conflicts and Revisions D5 Section 5: Functional Classification for Access Management D5 Section 6: Access Control Recommendations D8 Section 7: Medians D12 Section 8: Street and Connection Spacing Requirements D13 Section 9: Auxiliary Lanes D14 Section 10: Land Development Access Guidelines D16 Section 11: Circulation and Unified Access D17 Section 12: Driveway Connection Geometry D18 Section 13: Outparcels and Shopping Center Access D22 Section 14: Redevelopment Application D23 Section 15: Traffic Impact Study Requirements D23 Section 16: Review / Exceptions Process D29 Section 17: Glossary D31 D2 Section 1: Purpose The Transportation Research Board Access Management Manual 2003 defines access management as “the systematic control of the location, spacing, design, and operations of driveways, median opening, interchanges, and street connections to a roadway.” Along the US 54/US-400 Corridor, access management techniques are recommended to plan for appropriate access located along future roadways and undeveloped areas. When properly executed, good access management techniques help preserve transportation systems by reducing the number of access points in developed or undeveloped areas while still providing “reasonable access”. Common access related issues which could degrade the street system are: • Driveways or side streets in close proximity to major intersections • Driveways or side streets spaced too close together • Lack of left-turn lanes to store turning vehicles • Deceleration of turning traffic in through lanes • Traffic signals too close together Why Access Management Is Important Access management balances traffic safety and efficiency with reasonable property access. -
Simulation and Experimental Analyses of Microscopic Traffic
applied sciences Article Simulation and Experimental Analyses of Microscopic Traffic Characteristics under a Contraflow Strategy Leyu Wei 1, Jinliang Xu 1,*, Tian Lei 1,2, Menghui Li 1,3 , Xingliang Liu 1 and Haoru Li 1 1 School of Highway, Chang’an University, Xi’an 710064, China 2 Civil, Architectural and Environmental Engineering, University of Texas at Austin, Austin 78712, USA 3 China Harbour Engineering Company Limited, No. 9 Chunxiu Road, Dongcheng District, Beijing 100027, China * Correspondence: [email protected]; Tel.: +86-029-13709208917 Received: 28 April 2019; Accepted: 25 June 2019; Published: 29 June 2019 Featured Application: This work contributes to improving the effectiveness of the contraflow road traffic strategy for mass evacuation in the aftermath of a natural or anthropogenic disaster. Abstract: Contraflow is a common traffic strategy used to improve the capacity of outbound roads during mass evacuation. Previous studies have focused on the contraflow network configuration, travel time, and number of evacuated vehicles on a macroscopic level. Only a few researchers have considered microscopic factors, such as the contraflow characteristics and moving bottlenecks caused by coaches and trucks. In this study, the effects of the contraflow strategy were investigated through field experiments and traffic simulations. Traffic data were collected from highway segments where trucks were forbidden under regular and contraflow conditions for analysis of the traffic characteristics and the effects of coach moving bottlenecks. The results demonstrate that the capacity and flow speed of contraflow lanes are lower than normal lanes, owing to the narrow cross sections and unfamiliar driving environment. The moving bottlenecks also reduced the speed of passenger car platoons by approximately 5–20 km/h. -
Behavioral Study, Valley Hurricane Evacuation Study, Willacy, Cameron, and Hidalgo Counties, Texas
Behavioral Study, Valley Hurricane Evacuation Study, Willacy, Cameron, and Hidalgo Counties, Texas Michael K. Lindell Yue Ge Shih-Kai Huang Carla S. Prater Hao-Che Wu HungLung Wei Texas A&M University Hazard Reduction & Recovery Center 30 September 2013 EXECUTIVE SUMMARY The Texas A&M University Hazard Reduction & Recovery Center conducted a mail survey of the general population of the Valley Study Area (VSA) counties—Cameron, Willacy, and Hidlago—and, in conjunction with the Colonias Program, conducted personal interviews with the population of selected colonias in those counties. In Cameron and Willacy counties, the sample was stratified by the hurricane risk areas that are currently in effect. That is, questionnaires were sent to residents of Risk Areas 1-5 as well as to the remainder of the county that is inland from the hurricane risk areas. In Hidalgo County, the sample was stratified by location east or west of IH-69/US-281 (Hidalgo East and Hidalgo West, respectively) or in the 500-year floodplain (regardless of their location in either Hidalgo East or Hidalgo West. The response rate for the mail survey was 23.3% and the response rate for the personal interviews was 50.4%--yielding an overall sample size of 481. The survey data indicate that 39% of the VSA population lacks hurricane experience, 18% has experienced a hurricane and evacuated, and 44% experienced a hurricane but did not evacuate. Most people expect to obtain most of their hurricane information from National Hurricane Center watches and warnings, local TV and radio stations and, to decreasing extents, from national TV networks, peers, local officials, local newspapers, the Internet, and social media. -
Safety Evaluation of Centerline Plus Shoulder Rumble Strips
Safety Evaluation of Centerline Plus Shoulder Rumble Strips PUBLICATION NO. FHWA-HRT-15-048 JUNE 2015 Research, Development, and Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, VA 22101-2296 FOREWORD The research documented in this report was conducted as part of the Federal Highway Administration (FHWA) Evaluation of Low-Cost Safety Improvements Pooled Fund Study (ELCSI–PFS). The FHWA established this pooled fund study in 2005 to conduct research on the effectiveness of the safety improvements identified by the National Cooperative Highway Research Program Report 500 Guides as part of the implementation of the American Association of State Highway and Transportation Officials Strategic Highway Safety Plan. The ELCSI-PFS studies provide a crash modification factor (CMF) and benefit-cost (B/C) economic analysis for each of the targeted safety strategies identified as priorities by the pooled fund member states. The combined application of centerline and shoulder rumble strips evaluated under this pooled fund study is intended to reduce the frequency of crashes by alerting drivers that they are about to leave the travelled lane. Geometric, traffic, and crash data were obtained at treated two-lane rural road locations in Kentucky, Missouri, and Pennsylvania. The results of this evaluation show that head-on, run-off-road, and sideswipe-opposite-direction crashes were significantly reduced, and application of centerline and shoulder rumble strips also has potential to reduce crash severity for all types of crashes. Monique R. Evans, P.E. Director, Office of Safety Research and Development Notice This document is disseminated under the sponsorship of the U.S. -
Hurricane Harvey Evacuation Behavior Survey Outcomes and Findings
Coastal Bend Hurricane Evacuation Study: Hurricane Harvey Evacuation Behavior Survey Outcomes and Findings Prepared by Texas A&M Hazard Reduction & Recovery Center University of Washington Institute for Hazard Mitigation Planning and Research and Texas A&M Transportation Institute May 2020 Coastal Bend Hurricane Evacuation Study: Hurricane Harvey Evacuation Behavior Survey Outcomes and Findings Prepared by: Texas A&M Hazard Reduction & Recovery Center (HRRC) University of Washington (UW) Institute for Hazard Mitigation Planning and Research and Texas A&M Transportation Institute (TTI) Dr. David H. Bierling, TTI & HRRC Dr. Michael K. Lindell, UW Dr. Walter Gillis Peacock, HRRC Alexander Abuabara, HRRC Ryke A. Moore, HRRC Dr. Douglas F. Wunneburger, HRRC James A. (Andy) Mullins III, TTI Darrell W. Borchardt, PE, TTI May 2020 CONTENTS LIST OF FIGURES ........................................................................................................................... iv LIST OF TABLES ............................................................................................................................. iv INTRODUCTION .............................................................................................................................. 1 BACKGROUND ................................................................................................................................ 1 SURVEY OVERVIEW ...................................................................................................................... 2 Survey Topics