Access Management in the Vicinity of Intersections
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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 .......................................... -
Design Guidelines for the Use of Curbs and Curb/Guardrail
DESIGN GUIDELINES FOR THE USE OF CURBS AND CURB/GUARDRAIL COMBINATIONS ALONG HIGH-SPEED ROADWAYS by Chuck Aldon Plaxico A Dissertation Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Doctor of Philosophy in Civil Engineering by September 2002 APPROVED: Dr. Malcolm Ray, Major Advisor Civil and Environmental Engineering Dr. Leonard D. Albano, Committee Member Civil and Environmental Engineering Dr. Tahar El-Korchi, Committee Member Civil and Environmental Engineering Dr. John F. Carney, Committee Member Provost and Vice President, Academic Affairs Dr. Joseph R. Rencis, Committee Member Mechanical Engineering ABSTRACT The potential hazard of using curbs on high-speed roadways has been a concern for highway designers for almost half a century. Curbs extend 75-200 mm above the road surface for appreciable distances and are located very near the edge of the traveled way, thus, they constitute a continuous hazard for motorist. Curbs are sometimes used in combination with guardrails or other roadside safety barriers. Full-scale crash testing has demonstrated that inadequate design and placement of these systems can result in vehicles vaulting, underriding or rupturing a strong-post guardrail system though the mechanisms for these failures are not well understood. For these reasons, the use of curbs has generally been discouraged on high-speed roadways. Curbs are often essential, however, because of restricted right-of-way, drainage considerations, access control, delineation and other curb functions. Thus, there is a need for nationally recognized guidelines for the design and use of curbs. The primary purpose of this study was to develop design guidelines for the use of curbs and curb-barrier combinations on roadways with operating speeds greater than 60 km/hr. -
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. -
Access Management Manual, September 5, 2019 TABLE of CONTENTS
AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements -
Chapter 5 Safety
5 Safety 5.1 Introduction 103 5.2 Conflicts 104 5.2.1 Vehicle conflicts 105 5.2.2 Pedestrian conflicts 108 5.2.3 Bicycle conflicts 110 5.3 Crash Statistics 111 5.3.1 Comparisons to previous intersection treatment 111 5.3.2 Collision types 113 5.3.3 Pedestrians 117 5.3.4 Bicyclists 120 5.4 Crash Prediction Models 122 5.5 References 125 Exhibit 5-1. Vehicle conflict points for “T” Intersections with single-lane approaches. 105 Exhibit 5-2. Vehicle conflict point comparison for intersections with single-lane approaches. 106 Exhibit 5-3. Improper lane-use conflicts in double-lane roundabouts. 107 Exhibit 5-4. Improper turn conflicts in double-lane roundabouts. 108 Exhibit 5-5. Vehicle-pedestrian conflicts at signalized intersections. 109 Exhibit 5-6. Vehicle-pedestrian conflicts at single-lane roundabouts. 109 Exhibit 5-7. Bicycle conflicts at conventional intersections (showing two left-turn options). 110 Exhibit 5-8. Bicycle conflicts at roundabouts. 111 Exhibit 5-9. Average annual crash frequencies at 11 U.S. intersections converted to roundabouts. 112 Exhibit 5-10. Mean crash reductions in various countries. 112 Exhibit 5-11. Reported proportions of major crash types at roundabouts. 113 Exhibit 5-12. Comparison of collision types at roundabouts. 114 Exhibit 5-13. Graphical depiction of collision types at roundabouts. 115 Exhibit 5-14. Crash percentage per type of user for urban roundabouts in 15 towns in western France. 116 Exhibit 5-15. British crash rates for pedestrians at roundabouts and signalized intersections. 117 Exhibit 5-16. Percentage reduction in the number of crashes by mode at 181 converted Dutch roundabouts. -
Costing of Bicycle Infrastructure and Programs in Canada Project Team
Costing of Bicycle Infrastructure and Programs in Canada Project Team Project Leads: Nancy Smith Lea, The Centre for Active Transportation, Clean Air Partnership Dr. Ray Tomalty, School of Urban Planning, McGill University Researchers: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Dr. Marvin Macaraig, The Centre for Active Transportation, Clean Air Partnership Julia Malmo-Laycock, School of Urban Planning, McGill University Report Design: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Cover Photo: Tour de l’ile, Go Bike Montreal Festival, Montreal by Maxime Juneau/APMJ Project Partner: Please cite as: Benni, J., Macaraig, M., Malmo-Laycock, J., Smith Lea, N. & Tomalty, R. (2019). Costing of Bicycle Infrastructure and Programs in Canada. Toronto: Clean Air Partnership. CONTENTS List of Figures 4 List of Tables 7 Executive Summary 8 1. Introduction 12 2. Costs of Bicycle Infrastructure Measures 13 Introduction 14 On-street facilities 16 Intersection & crossing treatments 26 Traffic calming treatments 32 Off-street facilities 39 Accessory & support features 43 3. Costs of Cycling Programs 51 Introduction 52 Training programs 54 Repair & maintenance 58 Events 60 Supports & programs 63 Conclusion 71 References 72 Costing of Bicycle Infrastructure and Programs in Canada 3 LIST OF FIGURES Figure 1: Bollard protected cycle track on Bloor Street, Toronto, ON ..................................................... 16 Figure 2: Adjustable concrete barrier protected cycle track on Sherbrook St, Winnipeg, ON ............ 17 Figure 3: Concrete median protected cycle track on Pandora Ave in Victoria, BC ............................ 18 Figure 4: Pandora Avenue Protected Bicycle Lane Facility Map ............................................................ 19 Figure 5: Floating Bus Stop on Pandora Avenue ........................................................................................ 19 Figure 6: Raised pedestrian crossings on Pandora Avenue ..................................................................... -
U.S. 64 Improvements in Apex & Cary Concept 2B Expressway
S U B K B S 3 CULLER ANITA A S 10 ' D C K ON 22 SHENTON WILLIAM T B C ' S CULLER RUSSELL OVID B FERGUSON 2 9 BOWSER JENNY B S ' BS BELL CHRISTOPHER T SHENTON MARILYN A T CUS 64 17300 Lake 12 ENTERPRISES INC v " L 2016 B BELL MELISSA SUE DUCHE v S T SORRELL LOYD V Pine Dr. 3 ADT 1 B 6 v 33300 0 L " ' K C W O A Laura D 11300 N LL SORRELL DENISE B C v SF 2040 2 2016 RESERVE AT MILLS FARM LLC Duncan Rd. ADT 26500 TOWN & COUNTRY v T 2040 KENNELS S 10' 6' 18' 10' 12' 12' EXIST 12' EXIST 4' 19' 19' 4' 12' EXIST 12' EXIST 12' 10' 18' 6' 10' B ' 9 v PAVED AUX EXIST EXIST AUX PAVED 3200 7200 SHOULDER LANE PS PS LANE SHOULDER T S B ' 9 9600 13800 2700 4400 TT v 38400 42700 11300 8600 v C N 71700 D 75400 K O C C N B O 41600 D 40000 K S " C SALEM STREET ARBORETUM CONDO 2 8 B 4 CLARK HAROLD R CLARK JENNIFER C 1S F 72300 71700 HINSON TIMOTHY M US HWY 64 ALLARD JONATHAN W 12 HINSON LAURA C ' C O ALLARD ERIN F N P C C R 0.02 0.02 0.02 " 0.02 0.02 12 0.02 0.04 2 0.04 . 1 US HWY 64 F :1 .08 08 2: 6:1 6:1 3500 1 F 4 1 0 :1 4: 3200 ' C 6 1 ON :1 6: P C C R 1 6 P VARIABLE 6: :1 VARIABLE C " 4500 R 12 2 2400 " SLOPES :1 :1 SLOPES 500 D 12 2500 2 v R v 6300 F ORIGINAL VARIABLE VARIABLE ORIGINAL C 4200 O GROUND SLOPES SLOPES GROUND N C X T O S R B 13600 PP A TYPICAL SECTION NO. -
Getting to the Curb: a Guide to Building Protected Bike Lanes.”)
Getting to the Curb A Guide to Building Protected Bike Lanes That Work for Pedestrians This report is dedicated to Joanna Fraguli, a passionate pedestrian safety advocate whose work made San Francisco a better place for everyone. This report was created by the Senior & Disability Pedestrian Safety Workgroup of the San Francisco Vision Zero Coalition. Member organizations include: • Independent Living Resource Center of San Francisco • Senior & Disability Action • Walk San Francisco • Age & Disability Friendly SF • San Francisco Mayor’s Office on Disability Primary author: Natasha Opfell, Walk San Francisco Advisor/editor: Cathy DeLuca, Walk San Francisco Illustrations: EricTuvel For more information about the Workgroup, contact Walk SF at [email protected]. Thank you to the San Francisco Department of Public Health for contributing to the success of this project through three years of funding through the Safe Streets for Seniors program. A sincere thanks to everyone who attended our March 6, 2018 charette “Designing Protected Bike Lanes That Are Safe and Accessible for Pedestrians.” This guide would not exist without your invaluable participation. Finally, a special thanks to the following individuals and agencies who gave their time and resources to make our March 2018 charette such a great success: • Annette Williams, San Francisco Municipal Transportation Agency • Jamie Parks, San Francisco Municipal Transportation Agency • Kevin Jensen, San Francisco Public Works • Arfaraz Khambatta, San Francisco Mayor’s Office on Disability Table of -
What Are the Advantages of Roundabouts?
What is a roundabout? A roundabout is an intersection where traffic travels around a Circulatory central island in a counter- Truck Apron Roadway clockwise direction. Vehicles entering or exiting the roundabout must yield to vehicles, bicyclists, and pedestrians. Figure 1 presents the elements of a roundabout. Yield Line Splitter Island Figure 1: Elements of a Roundabout What are the advantages of roundabouts? • Less Traffic Conflict: Figure 2 compares the conflict points between a conventional intersection and a modern roundabout. The lower number of conflict points translates to less potential for accidents. • Greater safety(1): Primarily achieved by slower speeds and elimination of left turns. Design elements of the roundabouts cause drivers to reduce their speeds. • Efficient traffic flow: Up to 50% increase in traffic capacity • Reduced Pollution and fuel usage: Less stops, shorter queues and no left turn storage. • Money saved: No signal equipment to install or maintain, plus savings in electricity use. • Community benefits: Traffic calming and enhanced aesthetics by landscaping. (1) Statistics published by the U.S. Dept. of transportation, Federal Highway Administration shows roundabouts to have the following advantages over conventional intersections: • 90% reduction in fatalities • 76% reduction in injuries • 35% reduction in pedestrian accidents. Signalized Intersection Roundabout Figure 2: Conflict Point Comparison How to Use a Roundabout Driving a car • Slow down as you approach the intersection. • Yield to pedestrians and bicyclists crossing the roadway. • Watch for signs and pavement markings. • Enter the roundabout if gap in traffic is sufficient. • Drive in a counter-clockwise direction around the roundabout until you reach your exit. Do not stop or pass other vehicles. -
MDOT Access Management Guidebook
ReducingTrafficCongestion andImprovingTrafficSafety inMichiganCommunities: THE ACCESSMANAGEMENT GUIDEBOOK COMMUNITYA COMMUNITYB Cover graphics and ROW graphic by John Warbach, Planning & Zoning Center, Inc. Photos by Tom Doyle, Michigan Department of Transportation. Speed Differential graphic by Michigan Department of Transportation. Road Hierarchy graphic by Rossman Martin & Associates, Inc. Reducing Traffic Congestion and Improving Traffic Safety in Michigan Communities: THE ACCESS MANAGEMENT GUIDEBOOK October, 2001 Prepared by the Planning & Zoning Center, Inc. 715 N. Cedar Street Lansing, MI 48906-5206 517/886-0555 (tele), www.pzcenter.com Under contract to the Michigan Department of Transportation With the assistance of three Advisory Committees listed on the next page The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the Michigan State Transportation Commission or the Michigan Department of Transportation or the Federal Highway Administration. Dedication This Guidebook is dedicated to the countless local elected officials, planning and zoning commissioners, zoning administrators, building inspectors, professional planners, and local, county and state road authority personnel who: • work tirelessly every day to make taxpayers investment in Michigan roads stretch as far as it can with the best possible result; and • who try to make land use decisions that build better communities without undermining the integrity of Michigan's road system. D:\word\access\title -
Corner Clearance Criteria
Technical Update Corner Clearance Criteria A PRIMER FOR LOCAL GOVERNMENT OFFICIALS AND EMPLOYEES AS THEY CONSIDER APPROVING SITE PLANS FOR PROPERTIES LOCATED ON OR NEAR A STREET CORNER Corner clearances represent the Frontage roads and connectors minimum distances that should be required between intersections and Inadequate corner clearances can driveways along arterial and collector result in traffic-operation, safety, and streets. As stated in AASHTO’s A Policy capacity problems. These problems on Geometric Design of Highways and can be caused by blocked driveway Streets: “Driveways should not be ingress and egress movements, situated within the functional conflicting and confusing turns at boundary of at-grade intersections. intersections, insufficient weaving This boundary would include the distances, and backups from far-side longitudinal limits of auxiliary lanes.” driveways into intersections. Also, Corner Clearance is discussed in FHWA’s Office of Operations website Specific operational and safety titled, “Access Management Principles problems include: Presentation”. Through traffic is blocked by (http://ops.fhwa.dot.gov/access_mgm vehicles waiting to turn into a t/presentations/am_principles_intro/i driveway. ndex.htm) It is listed among the main Right or left turns into or out of methods that are utilized as part of an a driveway (both on artery and agency’s Access Management crossroad) are blocked. Program. These methods include: Driveway traffic is unable to Permits, legislation, and corridor enter left-turn lanes. planning Driveway exit movements are Medians impacted by stopped vehicles in Auxiliary lanes left-turn lanes. Signals and signal spacing Traffic entering an arterial road Driveway location, spacing, and from the intersecting street or design road has insufficient distance. -
Neighborhood Road Design Guidebook a Massachusetts Guide to Sustainable Design for Neighborhood Roads
NEIGHBORHOOD ROAD DESIGN GUIDEBOOK A MASSACHUSETTS GUIDE TO SUSTAINABLE DESIGN FOR NEIGHBORHOOD ROADS A joint project of the Massachusetts Chapter of the American Planning Association Home Builders Association of Massachusetts Prepared for the Citizen Planner’s Training Collaborative March 14, 2012 Overview 2 1. Why a new Guidebook now? 2. Who will use this? 3. What is the general approach 4. Examples of recommended design standards 5. Cross Sections 6. Implementation Why Now? 3 1. Road design for whom? 2. Change in vehicle types 3. What is a win-win approach? 4. Length of time to change rules and regulations Why a new Guide now? 4 Massachusetts guide for Neighborhood Roads to create model guidelines and match local settings. This is called “context sensitive” design. Other road design manuals don’t get at local streets very well Who might use the Guidebook? 5 There are many “actors” in Transportation Design Engineers and designers (private and public sectors) Applicants who are building new infrastructure as part of their projects; Planning Directors/Planners; Planning Boards, Board of Selectmen, Fire and Emergency Service providers; Regional Planning Associations – link to state funding and state projects; Abutters; Land use and environmental advocates; and Finally –build roads that benefit the USERS What kind of Guidebook? 6 Project Goals Reduce environmental impacts of roadway development, operation and maintenance; Encourage Context Sensitive Solutions (CSS) in residential roadway design; Provide specific guidelines and references for municipal application; Promote innovative techniques for stormwater management; and Reduce maintenance costs of roadways and stormwater systems. What kind of Guidebook? 7 Project Goals (contin.) Encourage consistency in approach and rationale in residential roadway design across Massachusetts; Promote inter-connectivity of roads; Promote pedestrian and non- motorized access; Promote universal accessibility; and Provide guidance for the design of neighborhood scale residential roads.