Accident models ++ for choice of type and design of roads
|
|
|
- Brice Norton
- 9 years ago
- Views:
Transcription
1 Søren Underlien Jensen Accident models ++ for choice of type and design of roads - Motorway network (phase 1) - Other road segments in rural areas (phase 2) - Intersections and roundabouts in rural areas (phase 3)
2 Purpose The purpose of the project is to set up: Accident models for well-specified road segments and intersections; e.g. a 4-lane motorway segment with hard shoulders, without street lighting, without sharp curves, with 130 km/h speed limit, and so on. Accident Modification Factors (AMF) that can be used to calculate what happens if the well-specified road segment or intersection has a slightly different design; e.g. if the 4-lane motorway segment does not have hard shoulders or has a 110 km/h speed limit. Calculation tools that are spreadsheets, which can estimate the number of accidents and injuries of many types/designs of roads/intersections based on the above mentioned accident models and AMFs.
3 Practical use The accident models, AMFs and calculation tools may be used in the following processes: Planning of new roads and intersections: To explore and estimate safety impacts of alternatives. Reconstructing existing roads and intersections: To identify safety measures and/or estimate safety impacts of specified changes to existing design. Elaborating design recommendations: To estimate safety impacts in absolute terms (not just percentages) of design choices that may be used in cost-benefitanalyses (CBA) or multi-criteria-analysis (MCA) in order to make recommendations.
4 The basics
5 Work process: 1) Defining and splitting the motorway network into segments on the basis of geometry, markings and signage includes recording the design (completed) 2) AADT and accidents on defined network (completed) 3) Defining and splitting the motorway network on the basis of homogeneous units in terms of accident occurrence (completed) 4) Setting up accident models (not started) 5) Setting up AMFs (started, not completed) 6) Setting up calculation tools (not started)
6 Defining the motorway network (example): Entrance-ramp Motorway Entrance-merge Motorway Motorway Exit-weaving Motorway Exit-ramp Yield line
7 Type Sub-type Number of elements Length (meters) Shortest Average Longest Total Motorway Ordinary (2-5 lanes) 1, ,612 17,332 1,971,315 Lane reduction ,922 Lane increase Total 1, ,596 17,332 1,973,817 Weaving/merge (ghost island + auxiliary + taper) Exit ,740 Entrance , ,284 Successive (entrance-exit) ,945 14,215 Motorway diverge ,440 10,654 Motorway merge ,378 14,557 Total 1, , ,450 Ramp Exit ,036 Entrance , ,753 Direct connector ,507 Parallel lane ,036 Successive (entrance-exit) ,966 Ramp diverge ,870 Ramp merge ,441 Total 1, , ,609 Service area Service station, rest area, etc ,111 40,822 Bus stop Total ,111 41,453 Dual-way (two-lane road) ,269 Total 3, ,332 2,676,598
8 Type AADT 2012 Accidents Number Lowest Average Highest Accidents Injuries Motorway 1,237 2,753 18,177 57,187 24,416 6,825 Weaving/merge 1,125 3,340 20,319 58,272 5,858 1,360 Ramp 1, ,275 22,576 1, Service area , Dual-way ,968 9,
9 Getting homogeneous units: Example: Entrance merge Accidents per 100 meters Entrance ramp Motorway 0
10 Accident models motorway network NOT COMPLETED
11 Service area (not bus stop) AMF -???: Accidents per 100 meters ,9 79,9 78,4 13,8 14,6 12,4 16,1 2,5 72,7 74,6 11,1 14,6 Motorway before Exit merge Motorway between Service area Entrance merge Motorway after All accidents Injury accidents
12 Some accident modification factors (AMFs) (preliminary): Type Description AMF Accidents Injuries Motorway From 2 to 3 traffic lanes Motorway Anti-dazzle screens in median Motorway Add hard shoulder Motorway Add street lighting Weaving/merge Increase of entrance taper by 30 m Weaving/merge Increase of exit taper by 30 m Ramp Diamond to cloverleaf Ramp Short diamond to long diamond Ramp Exit downhill to exit uphill
Delineation. Section 4 Longitudinal markings
Delineation Section 4 Longitudinal markings The delineation guidelines have been developed to assist in designing and maintaining a quality delineation system. The guidelines are to comprise 19 sections
HIGHWAY DESIGN REPORT. Appendix 4. Proposed Design Principles for City Passings
HIGHWAY DESIGN REPORT Appendix 4 Proposed Design Principles for City Passings June 2000 Contents Page 1 Introduction 2 1.1 Purpose 2 1.2 Definition of city passing 2 1.3 Safety Problems 2 1.4 Planning
Lane Shutdowns and Mobile Operations
PERFORMANCE ACTIVITY 408 TREE REMOVAL WORK DESCRIPTION 1 WORK DESCRIPTION 2 Fallen Tree Standing Tree 408 TREE REMOVAL ACTIVITY DESCRIPTION Cut and remove tree as necessary. WORK DESCRIPTION 1 Fallen Tree
6. Warning Signs CHAPTER 6
6. Warning Signs CHAPTER 6 Traffic Signs Manual Chapter 6 Warning Signs Contents 6.1 Introduction... 6/3 General... 6/3 Design of Warning Signs... 6/3 Sign Size and Location... 6/4 Application of Warning
Seagull Intersection Layout. Island Point Road - A Case Study. Authors: John Harper, Wal Smart, Michael de Roos
Seagull Intersection Layout. Island Point Road - A Case Study Authors: John Harper, Wal Smart, Michael de Roos Presented by Mr John Harper, Road Safety and Traffic Services Manager Phone: 4221 2456 Mobile:
FHWA Minnesota Division Guidance for the Preparation of a FHWA INTERSTATE ACCESS REQUEST
FHWA Minnesota Division Guidance for the Preparation of a FHWA INTERSTATE ACCESS REQUEST August 2003 Background: The Federal Highway Administration (FHWA) has retained all approval rights to the control
Analysis of Accident Statistics
Analysis of Accident Statistics I. BACKGROUND To ensure that safety objectives are met, a distinction must be made between: (1) locations which are hazardous as identified based on accident experiences,
CHAPTER 500 TRAFFIC INTERCHANGES
HIGHWAY DESIGN MANUAL 500-1 July 1, 2015 CHAPTER 500 TRAFFIC INTERCHANGES Topic 501 - General Index 501.1 - Concepts A traffic interchange is a combination of ramps and grade separations at the junction
Based on the AASHTO: PREPARED FOR
Based on the AASHTO: Ne va da PREPARED FOR Pr oj P R ec t O C Sa E S fety S September 2015 Introduction The Nevada Department of Transportation (NDOT) has as its first department goal to optimize safety
7.2 Warrants and Planning Considerations
Chapter 7 Interchanges 7.1 Introduction As discussed in Chapter 6, it is important that designers consider the needs and activities of the pedestrians, cyclists, and motorists to comprehensively plan for
chapter 3 basic driving skills
chapter 3 basic driving skills When curving to the left, keep the front wheels close to the right edge of the lane to keep your driver s side rear wheels out of the next lane of traffic. Curve ahead slow
The Need for Traffic Incident Management
The Need for Traffic Incident Management With traffic incidents responsible for approximately 50-60% of the congestion delays motorists encounter on the nation s roadways every day, increased roadway capacity
What roundabout design provides the highest possible safety?
What roundabout design provides the highest possible safety? In Sweden, as in several other countries, the number of roundabouts is on the increase. According to a study recently carried out by the VTI,
SIGNING SEQUENCE IN ADVANCE OF VEHICLE INSPECTION. STATIONS (VIS & MIS) Page 1of 3
Issued: JUL 2007 STATIONS (VIS & MIS) Page 1of 3 RECOMMENDED PRACTICES PART SECTION SUB-SECTION HIGHWAY SIGNS TYPICAL SIGNING PLANS General The safety of motorists using Alberta highways, and the maintenance
7. Road Markings CHAPTER 7
7. Road Markings CHAPTER 7 Traffic Signs Manual Chapter 7 Road Markings Contents Page 7.1 Introduction... 7/3 General... 7/3 The Function of Road Markings... 7/3 Classes of Marking... 7/4 Speed... 7/5
DE 8 Concept Plan and Operations Study. Dover Safety Advisory and Transportation Committee October 23, 2007
DE 8 Concept Plan and Operations Study Dover Safety Advisory and Transportation Committee October 23, 2007 Purpose Develop a concept plan describing the aesthetic qualities of the corridor as a gateway
PRIORITIZATION PROCESSES
PROJECT SELECTION & PRIORITIZATION PROCESSES STIP Workshop Presented by: Bill Lawrence April 2011 Purpose and Review Overview of Project Selection Process Review Various Prioritization Processes Tk Take
Chapter Forty-seven. RURAL TWO-LANE/MULTILANE STATE HIGHWAYS (New Construction/Reconstruction) BUREAU OF DESIGN AND ENVIRONMENT MANUAL
Chapter Forty-seven RURAL TWO-LANE/MULTILANE STATE HIGHWAYS (New Construction/Reconstruction) BUREAU OF DESIGN AND ENVIRONMENT MANUAL Illinois RURAL TWO-LANE/MULTILANE STATE HIGHWAYS December 2009 2 Illinois
11 p.m. to. Tuesday, June. will remain open. 14. closed
June 3, 2011 CONTACT: Marcia McAllister T: 703 572 0506 C: 571 730 9117 marcia.mcallister@dullesmetro.com Important Lane Closures June 5 11 Include Northbound Beltway Lanes, Eastbound Dulles Airport Access
CHAPTERTWO. Alternatives 2.1 ALTERNATIVES DEVELOPMENT PROCESS
2. Section 2 TWO CHAPTERTWO 2.1 ALTERNATIVES DEVELOPMENT PROCESS This EIS has been prepared in compliance with the Council on Environmental Quality (CEQ) regulations for implementing NEPA (40 CFR 1500-1508).
Beginner s Permit. Survival Guide. Compliments of. (843) 263-5023 www.123drivedrivingacademy.com info@123drivedrivingacademy.com
Beginner s Permit Survival Guide Compliments of (843) 263-5023 www.123drivedrivingacademy.com info@123drivedrivingacademy.com Please use this study guide to assist you in studying for your written knowledge
3-2. Traffic rules in Japan you need to know
25 Although travelers from South Korea and may be afraid of driving on the left in Japan at first, they will gradually get used to doing so when driving on ordinary roads. However, the driver may slip
SAFE INFRASTRUCTURE IN SLOVENIA
CIVITAS Forum Conference 8.10.2015 Ljubljana, Slovenia SAFE INFRASTRUCTURE IN SLOVENIA Andraž Murkovič, Slovenian Traffic Safety Agency Marko Renčelj, PhD, B.Sc.CE, University of Maribor, Faculty of Civil
FHWA Colorado Division Control of Access to the Interstate and its Right-of-Way February 2005
FHWA Colorado Division Control of Access to the Interstate and its Right-of-Way February 2005 Background: It is in the national interest to maintain the Interstate System to provide the highest level of
Chapter Thirty-five ACCESS CONTROL/ ACCESS MANAGEMENT BUREAU OF DESIGN AND ENVIRONMENT MANUAL
Chapter Thirty-five ACCESS CONTROL/ ACCESS MANAGEMENT BUREAU OF DESIGN AND ENVIRONMENT MANUAL Chapter Thirty-five ACCESS CONTROL/ACCESS MANAGEMENT Table of Contents Section Page 35-1 GENERAL CONCEPTS...
SAFE ROAD INFRASTRUCTURE DESIGN FOR HIGHWAYS
SAFE ROAD INFRASTRUCTURE DESIGN FOR HIGHWAYS K.K. Kapila, 1 Aseem Prabhakar, 2 and Sandip Bhattacharjee 3 ABSTRACT Road safety has become a global issue of concern and concerted efforts need to be initiated
ROAD SAFETY ASSESSMENTS AND ROAD SAFETY AUDITS ON THE EXISTING ABU DHABI INTERNAL ROAD NETWORK
ROAD SAFETY ASSESSMENTS AND ROAD SAFETY AUDITS ON THE EXISTING ABU DHABI INTERNAL ROAD NETWORK Siegfried GROSSKOPF, Tawab KAZEMI*, John HUGHES* & Sami ALMUSAWI Bani Hashim # Parsons International Limited,
Maryland Invests $845 Million in New Highway and Bridge Projects
Maryland Invests $845 Million in New Highway and Bridge Projects Completing Widening of MD 404 Talbot And Caroline Counties Top Regional Priority Queen Anne s, Talbot, and Caroline Counties Widening MD
APPENDIX F. Access Management Design Standards for Entrances and Intersections
APPENDIX F Access Management Design Standards for Entrances and Intersections PREFACE The access management regulations and standards do not apply in cities, towns of more than 3,500 and in counties (Henrico
Knowledge and Data in Road Safety Management - Research at the Center for Road Safety
Knowledge and Data in Road Safety Management - Research at the Center for Road Safety by Andrew Tarko Professor of Civil Engineering Director of Center for Road Safety School of Civil Engineering Purdue
TECHNIQUES FOR MANUALLY ESTIMATING ROAD USER COSTS ASSOCIATED WITH CONSTRUCTION PROJECTS
TECHNIQUES FOR MANUALLY ESTIMATING ROAD USER COSTS ASSOCIATED WITH CONSTRUCTION PROJECTS by Ginger Daniels, P.E. Associate Research Engineer Texas Transportation Institute David R. Ellis, Ph.D. Associate
14-97. 14-97.002 Definitions. For the purposes of this rule chapter the following definitions shall apply unless the context clearly shows otherwise:
14-97 14-97.001 Purpose. This rule chapter sets forth an access control classification system and access management standards to implement the State Highway System Access Management Act of 1988. The implementation
Vehicular Access to All-Purpose Trunk Roads
THE HIGHWAYS AGENCY TD 41/95 THE SCOTTISH OFFICE DEVELOPMENT DEPARTMENT THE WELSH OFFICE Y SWYDDFA GYMREIG THE DEPARTMENT OF THE ENVIRONMENT FOR NORTHERN IRELAND Vehicular Access to All-Purpose Trunk Roads
APPLICATION LAFAYETTE METROPOLITAN PLANNING ORGANIZATION (MPO) SURFACE TRANSPORTATION PROGRAM (STP) FUNDS TRANSPORTATION IMPROVEMENT PROGRAM (TIP)
APPLICATION LAFAYETTE METROPOLITAN PLANNING ORGANIZATION (MPO) SURFACE TRANSPORTATION PROGRAM (STP) FUNDS TRANSPORTATION IMPROVEMENT PROGRAM (TIP) To be considered for STP funding, a proposed project must
Road Signs Recognition Quiz
Road Signs Recognition Quiz Place your answer for each of the signs/pavement markings on the answer sheet. Ready to Roll? Here Comes Sign # 1... #1 A No right turn B Right turn only C Warning, no turn
Pedestrian Safety in Strip Shopping Centres
Pedestrian Safety in Strip Shopping Centres Author BE MTraffic MTransport MITE MIEAust CPEng Manager Transportation, Tasmania GHD Pty Ltd 2 Salamanca Square Hobart TAS 7000 Keith.midson@ghd.com.au +61
Roadway Cost Per Centerline Mile Revised June 2014
Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743
Safe Driving Rules & Regulations
Chapter 4 58 60 61 61 62 62 64 65 Speed Control Passing Keeping to the Right Yielding the Right-of-Way Pedestrians in a Crosswalk Intersections Entering Highways, Parkways and Turnpikes Leaving Highways,
Document Name: Driving Skills. Purpose: To outline necessary driving skills required to maximize driving safety.
Document Name: Driving Skills Date Created: 8 October 2013 Date Reviewed: 4 February 2014 Date Approved: 29 July 2015 Purpose: To outline necessary driving skills required to maximize driving safety. Overview:
Road safety and perceived risk of cycle facilities in Copenhagen
Road safety and perceived risk of cycle facilities in Copenhagen By Søren Underlien Jensen, Trafitec, suj@trafitec.dk Claus Rosenkilde, Road & Park, City of Copenhagen, claros@tmf.kk.dk Niels Jensen, Road
Stop The stop sign, a red octagon with white lettering, means come to a full stop and be sure the way is clear before proceeding.
Tr a f f i c S i g n s 7 7. TRAFFIC SIGNS Many collisions and near crashes occur as a result of drivers who ignore or fail to respond appropriately to traffic signs. It is essential that the meaning of
Bicycle Tracks and Lanes: a Before-After Study
Søren Underlien Jensen 1 Bicycle Tracks and Lanes: a Before-After Study Initial Submission Date: 1 August 2007 Submission Date of Revised Paper: 7 November 2007 Word count: 5,184 words + 2 figures + 6
Surface Transportation Program (STP)
Project Name: Project Sponsor: FEDERAL FUNDS PROJECT APPLICATION TRANSPORTATION IMPROVEMENT PROGRAM 2008-2013 SALT LAKE and OGDEN/ LAYTON URBAN AREAS Surface Transportation Program (STP) Urban Surface
CAPACITY AND LEVEL-OF-SERVICE CONCEPTS
CHAPTER 2 CAPACITY AND LEVEL-OF-SERVICE CONCEPTS CONTENTS I. INTRODUCTION...2-1 II. CAPACITY...2-2 III. DEMAND...2-2 IV. QUALITY AND LEVELS OF SERVICE...2-2 Service Flow Rates...2-3 Performance Measures...2-3
Comprehensive Mobility Project Development Process Capital Metro ¼-Cent Fund Analysis
Comprehensive Mobility Project Development Process Capital Metro ¼-Cent Fund Analysis Transportation & Mobility projects that meet the following criteria: enhances regional mobility; supports public transit;
3 Tappan Zee Bridge Rehabilitation Options
3 Tappan Zee Bridge Rehabilitation Options 3.1 Introduction This chapter describes possible options that rehabilitate and enhance the existing Tappan Zee Bridge. Four Rehabilitation Options have been developed:
MINIMIZING TRAFFIC-RELATED WORK ZONE CRASHES IN ILLINOIS
CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 12-017 UILU-ENG-2012-2019 ISSN: 0197-9191 MINIMIZING TRAFFIC-RELATED WORK ZONE CRASHES IN ILLINOIS Prepared By Khaled El-Rayes Liang
Temporary Traffic Control for Building and Maintaining Single and Multi-Lane Roundabouts
Purpose and Background Temporary Traffic Control for Building and Maintaining Single and Multi-Lane Roundabouts Although roundabouts have recently gained popularity and use in the United States, minimal
Successful performance management serves as
ORGANIZATIONAL SUPPORT FOR PERFORMANCE MANAGEMENT C A R L O S B R A C E R A S The author is Executive Director, Utah Department of Transportation, Salt Lake City; Chair, Project Panel on the U.S. Domestic
Crash data may not contain complete information, some elements may be unknown
Crash Data Introduction: Crash data are information that comes from a reportable crash. A reportable crash according to Title 75, Pennsylvania Consolidated Statutes, Section 3746(a) is: an incident that
Spot Safety Project Evaluation
Spot Safety Project Evaluation Project Log # 200610094 Spot Safety Project # 04-01-219 Spot Safety Project Evaluation of the Traffic Signal and Left Turn Lane Installation at SR 1010 and SR 1526 in Johnston
Capacity and Level of Service
CHAPTER 10 Capacity and Level of Service Determination of the capacities of transportation systems and facilities is a major issue in the analysis of transportation flow. The capacity of a transportation
Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011
Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011 CCRPC staff has developed a draft methodology described below and detailed in the attached pages for
BIKEWAY TYPOLOGIES COMPLETE STREETS WORKSHOP JULY 2014. John Cock, Principal/Planner Alta Planning + Design
BIKEWAY TYPOLOGIES COMPLETE STREETS WORKSHOP JULY 2014 John Cock, Principal/Planner Alta Planning + Design Alta Planning + Design Creating active communities where bicycling and walking are safe, healthy,
Intersection Cost Comparison Spreadsheet User Manual ROUNDABOUT GUIDANCE VIRGINIA DEPARTMENT OF TRANSPORTATION
Intersection Cost Comparison Spreadsheet User Manual ROUNDABOUT GUIDANCE VIRGINIA DEPARTMENT OF TRANSPORTATION Version 2.5 i Virginia Department of Transportation Intersection Cost Comparison Spreadsheet
GEOMETRIC DESIGN CIVL 3161
GEOMETRIC DESIGN CIVL 3161 Reading Assignment: p. 45-72 (4 th ed.) p.45-75 (previous ed.) in Mannering textbook. Geometric design of highway facilities deals with the proportion of physical elements of
UNEP recommendations to KURA on Improving Safety and Reducing Congestion on UN Avenue (7 October 2009; revised 23 November 2009)
UNEP recommendations to KURA on Improving Safety and Reducing Congestion on UN Avenue (7 October 2009; revised 23 November 2009) UN Avenue extends for 2 km between Limuru Road and Ruaka Road (Runda Roundabout).
Impact of transportation infrastructure on risk of injuries while cycling
Impact of transportation infrastructure on risk of injuries while cycling. Non-Intersections 2. Intersections Results of the Bicyclists Injuries and the Cycling Environment Study Kay Teschke, Conor Reynolds,
Fiesole Retreat 2004 GENERAL INFORMATION
Fiesole Retreat 2004 GENERAL INFORMATION March 18, 2004 2:00 pm - 5:00 pm PRE-CONFERENCE PENSIONE BENCISTÀ Via Benedetto da Maiano 4 Fiesole Tel./Fax ++39-055-59163 March 18, 2004; 5:00 pm - 6:30 pm COCKTAIL
CHAPTER 2 LCCA APPROACHES
2.1 LCCA Basis CHAPTER 2 LCCA APPROACHES When making decisions about pavement design, LCCA: Compares pavement alternatives; and Identifies the best strategy based on current information as well as meeting
V. SHORT-TERM PROGRAM
V. SHORT-TERM PROGRAM SHORT-TERM MONITORING SITES Short-Term Monitoring Sites provide roadway segment-specific traffic count information on a cyclical basis. Short-Term counts are sometimes called seasonal,
ROAD SIGNS IN JAPAN PARKING SIGNS. No Parking or Stopping Anytime SIZE & WEIGHT LIMIT SIGNS SPEED LIMIT SIGNS
ROAD SIGNS IN JAPAN Stop Slow & all Do Not Enter & Motorcycles Road Large Sized Trucks & Special Duty Road All Except Two Wheeled Light Except Bicycles Large Passenger No Right Turn No Passing No U-Turn
0.0 Curb Radii Guidelines Version 1.0.2
Background In early 2014, Transportation Services initiated a review of the Division's design guidelines and standards to move our organization in a direction consistent with the transportation departments
Crash Analysis. Identify/Prioritize. Gather Data. Analyze Crashes and Identify Improvements. Review Funding Options. Implement Improvements
Crash Analysis Identify/Prioritize 1. Find high crash areas 2. Review citizen input 3. Access City/County Safety Improvement Candidate Locations Gather Data 1. Use DOT-provided crash analysis programs
Amex Site Residential Development, Tarneit
Amex Site Residential Development, Tarneit Local Area Traffic Management Report Client: Amex Corporation Project No. 114430 Draft Report 13/12/13 Suite 1, 1 st Floor 132 Upper Heidelberg Road Ivanhoe Vic
DISTRICT 3 TRAFFIC MANAGEMENT PLAN CHECKLIST
State of California Business, Transportation and Housing Agency DISTRICT 3 TRAFFIC MANAGEMENT PLAN CHECKLIST District / EA: District 3/ EA 03-3E380 Date Prepared: 1/10/2013 Prepared By: Robert Himes Stage
Roadway Congestion 139,600 135,300 134,700 NA 4,300 4,900. Table 7-2 Transportation Criteria - Roadway Congestion (2035)
7 Transportation Criteria 7.1 Introduction A goal of this project is to improve mobility in the corridor. To that end, all the major Project alternatives identified at this point in the study include significant
15-Passenger Van Safety Awareness Program. Environmental Health & Safety Department 570-662-4906
15-Passenger Van Safety Awareness Program Environmental Health & Safety Department 570-662-4906 Course Objective The objective of this presentation is to increase the safety awareness of passenger van
BEST PRACTICES. Smart Transportation is a key concept for the Paoli Roadway Improvement Project.
Smart Transportation Smart Transportation is a key concept for the Paoli Roadway Improvement Project. PennDOT s Smart Transportation Guidebook (2008) outlines a comprehensive approach to transportation
The Northwest Arkansas Travel Demand Model
The Northwest Arkansas Travel Demand Model Creation and Results John McLarty Northwest Arkansas Regional Planning Commission Cristina Scarlat Center for Advanced Spatial Technologies What is a Travel Demand
Transportation Management Plan Template
DATE: TO: FROM: SUBJECT: Date Name Position Transportation Service Center Name Position Transportation Service Center Transportation Management Plan Job Number(s) Control Section(s) Route Details County
SAMPLE POLICY ON THE USE OF COMPANY VEHICLES. 1. Purpose: To set out policy of The Company with regard to the use of company vehicles.
SAMPLE POLICY ON THE USE OF COMPANY VEHICLES Policy No: Edition No: Issued by: Issue Date: Effective From: 1. Purpose: To set out policy of The Company with regard to the use of company vehicles. 2. Scope:
Presentation to Community Task Force July 9, 2007
Alternative Evaluation Results Presentation to Community Task Force July 9, 2007 Outline of Presentation Overview of alternative evaluation Alternative evaluation methodology Process and assumptions General
Multi-Modal Corridor Degree of Complexity: High Cost/Benefit: High
Multi-Modal Corridor Degree of Complexity: Cost/Benefit: Maintain the same level of service for Ensures continuous flow through the Might impact other transportation Consider road diet and/or different
Guelph Driving School. 246 WOOLWICH ST. Unit C Guelph, Ontario N1H 3V9. Office: 519-829-8801 Cell: 519-362-5664. Email: info@guelphdrivingschool.
246 WOOLWICH ST. Unit C Guelph, Ontario N1H 3V9 Office: 519-829-8801 Cell: 519-362-5664 Email: info@guelphdrivingschool.com Dear Student, We would like to take this opportunity to thank you for choosing
Design and Implementation of Slot Left-Turn Lanes on the Manitoba Highway Network
Design and Implementation of Slot Left-Turn Lanes on the Manitoba Highway Network Brent Hartmann, P. Eng., Project Design Engineer, Manitoba Infrastructure and Transportation Derek Durant, P. Eng., Senior
OPTIMIZING WORK ZONE PRACTICES FOR HIGHWAY CONSTRUCTION PROJECTS TAREK MAGED ELGHAMRAWY DISSERTATION
OPTIMIZING WORK ZONE PRACTICES FOR HIGHWAY CONSTRUCTION PROJECTS BY TAREK MAGED ELGHAMRAWY DISSERTATION Submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Civil
THE TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2002 LIST OF DIAGRAMS AND HOW THEY DIFFER FROM THE TSRGD 1994 SCHEDULE 1 - WARNING SIGNS
THE TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2002 LIST OF DIAGRAMS AND HOW THEY DIFFER FROM THE TSRGD 1994 SCHEDULE 1 - WARNING SIGNS General Most supplementary plates can now incorporate a distance
REGIONAL NON-MOTORIZED TRANSPORTATION NETWORK
Chapter 10 Bicycle and Pedestrian SAFETEA-LU legislation requires that non-motorized users be considered in the LRTP. The legislation allows for bicycle and pedestrian safety to be incorporated into the
Goals & Objectives. Chapter 9. Transportation
Goals & Objectives Chapter 9 Transportation Transportation MISSION STATEMENT: TO PROVIDE A TRANSPORTATION NETWORK CAPABLE OF MOVING PEOPLE AND GOODS EFFICIENTLY AND SAFELY. T he transportation system
Road fatalities in 2012. Road fatality: any person killed immediately or dying within 30 days as a result of a road crash.
Korea, KoRoad Inhabitants Vehicles/1 000 inhabitants Road fatalities in 2012 Fatalities /100 000 inhabitants in 2012 48.9 million 438 5 392 10.8 1. Road safety data collection Definitions: Road fatality:
City of Auburn Americans with Disabilities Act (ADA) Transition Plan for Curb Ramps, Sidewalks, and Pedestrian Signals ADA TRANSITION PLAN
Americans with Disabilities Act (ADA) Transition Plan for Curb Ramps, Sidewalks, and Pedestrian Signals ADA TRANSITION PLAN December 21, 2009 Public Works Department 171 N. Ross Street, Suite 200 Auburn,
CHAPTER 2B. REGULATORY SIGNS
December 2000 Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Regulatory Signs Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate
STATE HIGHWAY ACCESS MANAGEMENT MANUAL
STATE HIGHWAY ACCESS MANAGEMENT MANUAL Ohio Department of Transportation Access Management Committee Office of Urban and Corridor Planning Office of Roadway Engineering Services Office of Traffic Engineering
CHAPTER 27 New Public Road Connections. Table of Contents
Chapter 27 New Public Road Connections Table of Contents CHAPTER 27 New Public Road Connections Table of Contents CHAPTER 27 New Public Road Connections... 27-3 ARTICLE 1 - General... 27-3 Responsibility...
A DSS FOR DYNAMIC TUNNEL TRAFFIC AND INCIDENT MANAGEMENT
- 107 - A DSS FOR DYNAMIC TUNNEL TRAFFIC AND INCIDENT MANAGEMENT G. Valenti, S. Mitrovich, M. Mancini ENEA (Italian National Agency for New Technologies, Energy and the Environment) ABSTRACT Traffic incidents
CHAPTER 2 TRAFFIC SIGNS AND HIGHWAY MARKINGS
CHAPTER 2 TRAFFIC SIGNS AND HIGHWAY MARKINGS This chapter summarizes traffic signs, signals and road markings that control the flow of traffic, making streets and highways safer for motorists, bicyclists
Appendix A In-Car Lessons
Driver Education Classroom and In-Car Curriculum Appendix A In-Car Lessons Table of Contents In-Car Lessons Introduction..... A-4 Overview and Objectives Teacher Information and Resources Lesson #1 Developing
Atlanta, Georgia Road Test
1. When driving your car Into traffic from a parked position, you should: A. Sound your horn and pull Into the other lane. B. Signal and proceed when safe. C. Signal other traffic and pull directly into
Road Asset Management
Road Asset Management A Tolling Experience July 2011 Barry King Construction & Asset Engineer ConnectEast Group Australia s largest road project ConnectEast EastLink is owned and operated by ConnectEast.
Traffic Jam Warning System, Gothenburg - SWEDEN
Traffic Jam Warning System, Gothenburg - SWEDEN Christer Olsson Swedish National Road Administration christer-b.olsson@vv.se Location: One of the main entrance to Gothenburg south bound direction 4 lane
What Every Driver Must Know Review Assignment
What Every Driver Must Know Review Assignment 1. Who is the Michigan Secretary of State? What services does the Secretary of State office offer? What days and hours is your local Secretary of State branch
Motor Vehicle Accident Claim Form
Motor Vehicle Accident Claim Form Please note, no repairs are to commence without the consent of your insurer. -+ A trading name of Austbrokers RIS Pty Ltd ABN 25 094 825 859 AFS Licence No. 239 291 Level
Important message for customers wishing to make a claim on their policy
Important message for customers wishing to make a claim on their policy Before we can action your claim, can you please : Fully complete the attached claim form If your vehicle is driveable, call us to
Junctions and Accesses : Determination of Size of Roundabouts and Major / Minor Junctions
THE HIGHWAYS AGENCY TA 23/81 THE SCOTTISH OFFICE DEVELOPMENT DEPARTMENT THE WELSH OFFICE Y SWYDDFA GYMREIG THE DEPARTMENT OF THE ENVIRONMENT FOR NORTHERN IRELAND Junctions and Accesses : Determination
SIGHT DISTANCE. Presented by Nazir Lalani P.E. Traffex Engineers Inc. N_lalani@hotmail.com WHY IS SIGHT DISTANCE SO IMPORTANT?
SIGHT DISTANCE Presented by Nazir Lalani P.E. Traffex Engineers Inc. N_lalani@hotmail.com WHY IS SIGHT DISTANCE SO IMPORTANT? Drivers must be able to: Stop for objects in the roadway Stop for stationary
Geometric Design of Major/Minor Priority Junctions
THE HIGHWAYS AGENCY TD 42/95 THE SCOTTISH OFFICE DEVELOPMENT DEPARTMENT THE WELSH OFFICE Y SWYDDFA GYMREIG THE DEPARTMENT OF THE ENVIRONMENT FOR NORTHERN IRELAND Geometric Design of Major/Minor Priority
The Danish Road Directorate Evaluation of test with European Modular System
Trafikudvalget 2010-11 TRU alm. del Bilag 99 Offentligt The Danish Road Directorate Evaluation of test with European Modular System Midway Report in cooperation with May 2010 Midway Report The Danish Road
Lawson Outline Plan External Traffic Analysis Working Paper
Total Lawson Development ACTPLA 16 January 2009 Document No.: Prepared for ACTPLA Prepared by Maunsell Australia Pty Ltd Level 2, 60 Marcus Clarke Street, Canberra ACT 2600, Australia T +61 2 6201 3000