Australian Road Rules
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
The Effect of Road Narrowings on Cyclists
The effect of road narrowings on cyclists Prepared for Charging and Local Transport Division, Department for Transport A Gibbard, S Reid, J Mitchell, B Lawton, E Brown and H Harper TRL Report TRL621 First Published 2004 ISSN 0968-4107 Copyright TRL Limited 2004. This report has been produced by TRL Limited, under/as part of a contract placed by the Department for Transport. Any views expressed in it are not necessarily those of the Department. This report focuses on highway infrastructure as installed by a highway authority. Some illustrations may depict non- prescribed and unauthorised signing and road markings, which may be unlawful. Unless specifically referred to and explained in the report, the inclusion of non-standard signing in illustrations does not imply endorsement of its use by the Department for Transport. All prescribed signs are set out in Regulations (the Traffic Signs Regulations and General Directions and the Pedestrian Crossings Regulations) made under the provisions of the Road Traffic Regulation Act and published by the Stationery Office. TRL is committed to optimising energy efficiency, reducing waste and promoting recycling and re-use. In support of these environmental goals, this report has been printed on recycled paper, comprising 100% post-consumer waste, manufactured using a TCF (totally chlorine free) process. ii CONTENTS Page Executive Summary 1 1 Introduction 3 1.1 Study objectives 3 2 Current guidance 3 3 Consultation exercise 5 3.1 Consultation results 5 4 Questionnaire survey 7 4.1 Survey results 8 4.2 -
Town of Glastonbury Bid No. Gl-2020-07
TOWN OF GLASTONBURY BID NO. GL-2020-07 MAIN STREET RAISED TRAFFIC ISLAND ADDENDUM NO. 1 SEPTEMBER 16, 2019 BID DUE DATE: SEPTEMBER 19, 2019 11:00 A.M. The attention of bidders submitting proposals for the above-referenced project is called to the following Addendum to the specifications. The items set forth herein, whether of omission, addition, substitution or other change, are all to be included in and form a part of the proposed Contract Documents for the work. Bidders shall acknowledge this Addendum in the Bid Proposal by inserting its number on Page BP-1. Make the following modifications to the Contract Documents: BID PROPOSAL FORM: The bid proposal form is hereby replaced with the attached. ALL BIDDERS MUST USE THE REVISED BID PROPOSAL FORM. CONSTRUCTION PLANS: Sheets 1 of the plan set titled “PLAN DEPICTING PROPOSED TRAFFIC ISLAND IMPROVEMENTS LOCATED AND MAIN STREET AND HEBRON AVENUE, GLASTONBURY CONNECTICUT” is hereby replaced with the attached plan. Changes shown on Sheet 1 include notes depicting removal and resetting of existing brick pavers in the vicinity of the existing town-owned locus tree which is to be completed as described in the special provision listed below. SPECIAL PROVISIONS: The following Special Provisions are hereby added to the contract: ITEM 0992093A REMOVE AND RESET BRICK PAVERS This Addendum Contains 6 Pages including the above text and 1 Plan Sheet. MAIN STREET RAISED TRAFFIC ISLAND ADDENDUM 1 BID PROPOSAL – REVISED BID #GL-2020-07 TOWN OF GLASTONBURY * 2155 MAIN STREET * GLASTONURY * CT BID / PROPOSAL NO: GL-2020-07 DATE DUE: September 19, 2019 DATE ADVERTISED: September 6, 2019 TIME DUE: 11:00 AM NAME OF PROJECT: Main Street Raised Traffic Island In compliance with this Invitation to Bid, the Bidder hereby proposes to provide goods and/or services as per this solicitation in strict accordance with the Bid Documents, within the time set forth therein, and at the prices submitted with their bid response. -
(Keeping Safe Distances from Bicycles) Bill 2014 Second Reading Speech Hon Lynn Maclaren MLC - 20 March 2014
Road Traffic Amendment (Keeping Safe Distances from Bicycles) Bill 2014 Second Reading Speech Hon Lynn MacLaren MLC - 20 March 2014 I move that the Bill be now read a second time. Cyclists need a protective buffer when sharing roads with motorists. Current Western Australian road rules require drivers of motor vehicles to allow ‘sufficient’ overtaking distance when passing a bicycle rider. ‘Sufficient’ is an inadequate and unclear description that has repeatedly failed to protect bicycle riders. Amendments to road rules to specify a minimum distance are critical to improving the safety of bicycle riders. As specified in the Road Traffic Code 2000, a safe passing distance between a cyclist and a motor vehicle is considered to be “a sufficient distance to avoid a collision with that vehicle or to avoid obstructing the path of that vehicle.” 1 In addition, a safe distance behind a vehicle is considered to be a distance at which it “will enable the driver to stop the vehicle in an emergency with safety, and without running into the vehicle in front of him or her.”2 Legislative amendment, with appropriate education and enforcement, to mandate a minimum distance that motorists must keep from bicycle riders is currently the single most important action needed to reduce bicycle rider fatalities. There is an ethical issue when comparing dangerous behaviour by motorists to risky behaviour by cyclists. The driver endangers the cyclist, not vice versa, and it is rare for a cyclist or pedestrian to injure another road user. As reported on the ABC’s 7.30 programme last Friday night, there's no doubt who comes off second best when a car and a bike collide. -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
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 -
European Road Safety Observatory
European Road Safety Observatory Road Safety Thematic Report Railway level crossings This document is part of a series of 20 thematic reports on road safety. The purpose is to give road safety practitioners an overview of the most important research questions and results on the topic in question. The level of detail is intermediate, with more detailed papers or reports suggested for further reading. Each report has a 1-page summary. Contract This document has been prepared in the framework of the EC Service Contract MOVE/C2/SER/2019-100/SI2.822066 with Vias institute (BE) and SWOV Institute for Road Safety Research (NL). Version Version 1.1, January 2021 Author Kas Kamphuis (SWOV) Internal review Philip Temmerman (Vias institute) External review Tim De Ceunynck (Independent road safety expert) Editor Heike Martensen (Vias institute) Referencing Reproduction of this document is allowed with due acknowledgement. Please refer to the document as follows: European Commission (2021) Road safety thematic report – Railway level cross- ings. European Road Safety Observatory. Brussels, European Commission, Direc- torate General for Transport. Source The document is based on and partly cites SWOV fact sheet Railway level cross- ings of December 2020: https://www.swov.nl/en/facts-figures. Disclaimer Whilst every effort has been made to ensure that the material presented in this document is rele- vant, accurate and up-to-date, the (sub)contractors cannot accept any liability for any error or omission, or reliance on part or all of the content in another context. Any information and views set out in this document are those of the author(s) and do not neces- sarily reflect the official opinion of the European Commission. -
Chapter 3 - Intersections Publication 13M (DM-2) Change #1 – Revised 12/12 CHAPTER 3
Chapter 3 - Intersections Publication 13M (DM-2) Change #1 – Revised 12/12 CHAPTER 3 INTERSECTIONS 3.0 INTRODUCTION By definition, an intersection is the general area where two or more highways join or cross including the roadway and roadside facilities for traffic movements within the area. The efficiency, safety, speed, cost of operation and capacity of an intersection depends upon its design. Since each intersection involves innumerable vehicle movements, these movements may be facilitated by various geometric design and traffic control depending on the type of intersection. The three general types of highway crossings are: (1) at-grade intersections, (2) grade separations without ramps and (3) interchanges. The most important design considerations for intersections fall into two major categories: (1) the geometric design including a capacity analysis and (2) the location and type of traffic control devices. For the most part, these considerations are applicable to both new and existing intersections, although on existing intersections in built-up areas, heavy development may make extensive design changes impractical. The design elements, capacity analysis and traffic control concepts presented in this Chapter apply to intersections and their appurtenant features. Additional sources of information and criteria to supplement the concepts presented in this Chapter are contained in the 2004 AASHTO Green Book, Chapter 9 and the MUTCD. 3.1 OBJECTIVES AND FACTORS FOR DESIGN CONSIDERATIONS The main objective of intersection design is to facilitate the convenience, ease and comfort of people traversing the intersection while enhancing the efficient movement of motor vehicles, buses, trucks, bicycles, and pedestrians. Refer to the section "General Design Considerations and Objectives" in the 2004 AASHTO Green Book, Chapter 9, for details about the five basic elements that should be considered in intersection design: human factors, traffic considerations, physical elements, economic factors, and functional intersection area. -
Birkenhead RO-2008-001 Final
2008 5 March Australia, South Birkenhead, Collision, Crossing Level ATSB TRANSPORT SAFETY REPORT Rail Occurrence Investigation RO-2008-001 Final Level Crossing Collision Birkenhead, South Australia 5 March 2008 ATSB TRANSPORT SAFETY REPORT Rail Occurrence Investigation RO-2008-001 Final Level Crossing Collision Birkenhead, South Australia 5 March 2008 Released in accordance with section 25 of the Transport Safety Investigation Act 2003 - i - Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office location: 62 Northbourne Avenue, Canberra City, Australian Capital Territory Telephone: 1800 020 616; from overseas + 61 2 6257 4150 Accident and incident notification: 1800 011 034 (24 hours) Facsimile: 02 6247 3117; from overseas + 61 2 6247 3117 E-mail: [email protected] Internet: www.atsb.gov.au © Commonwealth of Australia 2009. This work is copyright. In the interests of enhancing the value of the information contained in this publication you may copy, download, display, print, reproduce and distribute this material in unaltered form (retaining this notice). However, copyright in the material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you want to use their material you will need to contact them directly. Subject to the provisions of the Copyright Act 1968, you must not make any other use of the material in this publication unless you have the permission of the Australian Transport Safety Bureau. Please direct requests for further information or authorisation to: Commonwealth Copyright Administration, Copyright Law Branch Attorney-General’s Department, Robert Garran Offices, National Circuit, Barton ACT 2600 www.ag.gov.au/cca ISBN and formal report title: see ‘Document retrieval information’ on page v. -
AUSTRALIAN ROAD RULES AMENDMENT REGULATIONS 1999 (No
AUSTRALIAN ROAD RULES AMENDMENT REGULATIONS 1999 (No. 2) Regulatory Impact Statement September 1999 Report to: National Road Transport Commission Prepared by: R Ungars Report to: National Road Transport Commission Australian Road Rules Amendment Regulations 1999 (No. 2) Regulatory Impact Statement Prepared by: R Ungars ISBN: 0 642 54440 9 REPORT OUTLINE Date: September 1999 ISBN Number: 0 642 54440 9 Title and Sub-title: Australian Road Rules Amendment Regulations 1999 (No.2) Performing Organisation and Address Details Mr R Ungars 9 Yarilla Road SASSAFRAS VIC 3787 NRTC Contact: Ian Shepherd, Senior Project Manager, Phone (03) 9321 8444 Type of Report: Regulatory Impact Statement Objectives: To ensure that the Australian Road Rules clearly reflect the principles and policy agreed to during the extensive consultation process leading to their acceptance by the Australian Transport Council in January 1999, and enable implementation of the Rules by all States and Territories from 1 December 1999. NRTC Programs: Implementation of Reforms. Key Milestones: Approval of the Australian Road Rules by the Australian Transport Council in January 1999. Consideration of amendments to the Rules by representatives of all jurisdictions, meeting as the Australian Road Rules Maintenance Group during March to September 1999 and Parliamentary Counsel of each State and Territory. Abstract: Amendments are required to clarify the intent of particular provisions in the Australian Road Rules; to incorporate corrections and rectify omissions largely of a minor nature; to enable the finalisation and subsequent publication of the amended Australian Road Rules, so that States and Territories can proceed without delay to their implementation on 1 December 1999; and to ensure that the Australian Road Rules, when implemented, make the maximum contribution to road safety and the efficient movement of traffic on Australia’s roads. -
TEM Vol 3 Part 2.17A
Treating pedestrian and turning vehicle conflicts at signalised intersections The following table provides a brief overview of the treatments and their appropriateness in certain road environments. Table 1: Overview of treatments and their use in certain road environments Table 2: Overview of treatments and their use in certain road environments Treatments to eliminate pedestrian and turning vehicle conflicts at signalised intersections Grade separation of pedestrian crossing Pedestrian overpass Maroondah Highway, Ringwood Brief description Full grade separation of pedestrians, above or below an intersection, eliminates the conflict between motorists and pedestrians at a signalised intersection. A pedestrian overpass or underpass allows pedestrians to cross the road independently of the traffic signals. Potential • At intersections within pedestrian priority areas as defined in the VicRoads SmartRoads locations strategy. • Within central activities areas (including hospital and university campuses) where pedestrian volumes are significant in all directions of the intersection. • Where an at-grade crossing is not desirable or where it is preferred that pedestrians be able to cross the intersection at any time. • Where the intersection is located between public transport nodes (e.g. a connection between a railway station and a bus interchange). • Where pedestrian paths or desire lines already take them over or under the road (e.g., at an elevated railway station). Considerations • The geometry of the overpass / underpass will appropriately cater for the expected volume of pedestrians (and cyclists). • The impact on travel times for users of the grade separated facility - they will not be favourable where the walking distance is more than 50 percent greater than the at-grade distance. -
Freeway Management and Operations Handbook September 2003 (See Revision History Page for Chapter Updates) 6
FREEWAY MANAGEMENT AND OPERATIONS HANDBOOK FINAL REPORT September 2003 (Updated June 2006) Notice This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. This report does not constitute a standard, specification, or regulation. The United States Government does not endorse products or manufacturers. Trade and manufacturers’ names appear in this report only because they are considered essential to the object of the document. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-OP-04-003 4. Title and Subtitle 5. Report Date Freeway Management and Operations Handbook September 2003 (see Revision History page for chapter updates) 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Louis G. Neudorff, P.E, Jeffrey E. Randall, P.E., Robert Reiss, P..E, Robert Report Gordon, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Siemens ITS Suite 1900 11. Contract or Grant No. 2 Penn Plaza New York, NY 10121 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Transportation Management Research Federal Highway Administration Room 3404 HOTM 400 Seventh Street, S.W. 14. Sponsoring Agency Code Washington D.C., 20590 15. Supplementary Notes Jon Obenberger, FHWA Office of Transportation Management, Contracting Officers Technical Representative (COTR) 16. Abstract This document is the third such handbook for freeway management and operations. It is intended to be an introductory manual – a resource document that provides an overview of the various institutional and technical issues associated with the planning, design, implementation, operation, and management of a freeway network. -
Using Pricing to Reduce Traffic Congestion © Jupiterimages Corp
CONGRESS OF THE UNITED STATES CONGRESSIONAL BUDGET OFFICE A CBO STUDY MARCH 2009 Using Pricing to Reduce Traffic Congestion © JupiterImages Corp. Pub. No. 3133 A CBO STUDY Using Pricing to Reduce Traffic Congestion March 2009 The Congress of the United States O Congressional Budget Office Preface Congestion costs highway users billions of dollars every year. Although policymakers have adopted a variety of strategies for reducing or mitigating congestion, relatively little attention has been paid to policies to promote more efficient use of the highway system. One such pol- icy is congestion pricing, under which drivers are charged a higher price for use of a highway at times or places with heavy traffic and a lower price in the opposite circumstances. This study—prepared at the request of the Chairman of the House Committee on the Bud- get—explains how congestion pricing works, reviews the best available evidence on projects that make use of such pricing in order to assess the benefits and challenges of the approach, and discusses federal policy options for encouraging congestion pricing. In keeping with the Congressional Budget Office’s (CBO’s) mandate to provide objective, impartial analysis, this study makes no recommendations. Scott Dennis of CBO’s Microeconomic Studies Division wrote the study, with research assistance from Jacob Kuipers and under the supervision of Joseph Kile and David Moore. Kenneth Buckeye of the Minnesota Department of Transportation; Ross Crichton of the Department of Transportation’s Federal Highway Administration;