Right-Of-Way Intersections
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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. -
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 -
Roundabouts Applying the 'System'
Roundabouts Applying the 'System' to Roundabouts Let us suppose that you are on a dual carriageway approaching a roundabout (400m away). You are currently in the left lane and you intend to turn right at the roundabout. Information: - Take - You see the roundabout and its triangular warning signs in the distance. There are no vehicles between you and the roundabout but you see vehicles on the roundabout. Mirror check. There are two vehicles behind, both in the left lane. - Use - You know that you have to change to the right lane and that you will need to signal to change lane and then to signal continuously on the approach and through the roundabout (the standard Highway Code procedure for turning right at a roundabout)- Give - After checking your mirrors you signal right to the vehicles behind. Position: The right signal remains on for a few seconds and then gradually you move to the right hand lane (Information-Use/Give). When the manoeuver is complete you cancel the signal. After a few more seconds the right signal is re-applied to confirm to the drivers behind that you intend to turn right at the roundabout. Information: The speed and position of the vehicles behind are monitored as you approach the roundabout. An assessment is made of the movement of vehicles on the roundabout and those approaching it from the right and left. You look over the roundabout to see, if possible, vehicles approaching it from the opposite direction (Information-Take). Speed: As you approach the roundabout you begin to brake and lose speed smoothly and progressively (Information-Give). -
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. -
California Transportation Plan 2050 - Comments
December 20, 2018 Sent via email and FedEx (if applicable) California Department of Transportation (Caltrans) Division of Transportation Planning California Transportation Plan Office of State Planning 1120 N Street, MS 32 Sacramento, CA 95814 (916) 654-2852 [email protected] Re: California Transportation Plan 2050 - Comments Dear California Transportation Plan 2050 Planners: These comments are submitted on behalf of the Center for Biological Diversity (the “Center”) regarding the California Transportation Plan (CTP) 2050. The Center is encouraged by Caltrans’ commitment to increase safety and security on bridges, highways, and roads and create a low-carbon transportation system that protects human and environmental health. To achieve these goals, it is imperative that Caltrans integrate wildlife connectivity into the design and implementation of California’s transportation infrastructure. The Center urges Caltrans to improve driver safety and minimize the impact of roads and traffic on wildlife movement and habitat connectivity with the following actions: 1. Collect and analyze standardized roadkill and wildlife vehicle collision data. 2. Build climate-wise wildlife crossing infrastructure in high priority areas. 3. Prioritize wildlife movement and habitat connectivity on ALL transportation projects. 4. Designate an expert unit dedicated to address wildlife connectivity issues. This unit should form strategic collaborations and partnerships with other connectivity experts. 5. Evaluate the effectiveness of wildlife crossing infrastructure to inform future mitigation. 6. Upgrade existing culverts to facilitate wildlife connectivity as part of routine maintenance. 7. Provide up-to-date guidance for best practices for climate-wise connectivity. 8. Engage with volunteer and community scientists and platforms. 9. Improve multimodal transportation design. -
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 ..................................................................... -
TA 79/99 Amendment No 1 3
Chapter 3 Volume 5 Section 1 Determination of Urban Road Capacity Part 3 TA 79/99 Amendment No 1 3. DETERMINATION OF URBAN ROAD CAPACITY 3.1 Table 1 sets out the types of Urban Roads and the features that distinguish between them and affect their traffic capacity. Tables 2 & 3 give the flow capacity for each road type described in Table 1. 3.2 Table 4 gives the adjustments when the proportion of heavy vehicles in a one way flow exceeds 15%. A heavy vehicle is defined in this context as OGV1, OGV2 or Buses and Coaches as given in the COBA Manual (DMRB 13.1 Part 4, Chapter 8). 3.3 The flows for road type UM in Table 2 apply to urban motorways where junctions are closely spaced giving weaving lengths of less than 1 kilometre. Urban motorways with layout and junction spacing similar to rural motorways can carry higher flows and TA46/97 “Traffic Flow Ranges for Use in the Assessment of New Rural Roads” will be more applicable. 3.4 Flows for single carriageways are based upon a 60/40 directional split in the flow. The one-way flows shown in Table 2 represent the busiest flow 60% figure. 3.5 The capacities shown apply to gradients of up to 5-6%. Special consideration should be made for steeper gradients, which would reduce capacity. 3.6 On-road parking reduces the effective road width and disrupts flow, e.g. where parking restrictions are not applied on road type UAP2 the flows are likely to be similar to UAP3 where unrestricted parking applies, see Table 1, Similarly effective parking restrictions can lead to higher flows. -
Dual Carriageways Dual Carriageways – Know the Dangers
ROAD SAFETY EDUCATION Dual Carriageways Dual carriageways – know the dangers Never confuse a dual carriageway with a motorway. Both may have 2 or 3 lanes, a central reservation and a national speed limit of 70 mph, but that’s as far as the similarity goes. When driving on a dual carriageway there are many dangers you need to be aware of. Know the difference between dual carriageways and motorways Unlike motorways… • Dual carriageways may have variable speed limits; • Dual carriageways usually permit right turns; • Dual carriageways allow traffic to join from the left and cross from left to right; • Cyclists, mopeds, farm vehicles and pedestrians are allowed to use dual carriageways; • Dual carriageways may have Pelican Crossings, traffic lights, roundabouts and Zebra Crossings. 2 Know the speed limits Dual carriageways often have lower or variable speed limits shown by red circular signs. Rule 124 of The Highway Code NI says you MUST NOT exceed the maximum speed limits for the road and for your vehicle. The presence of street lights generally means that there is a 30 mph (48 km/h) speed limit unless otherwise specified. 3 Know your stopping distances (Rule 126) Always drive at a speed that will allow you to stop well within the distance you can see to be clear. Leave enough space between you and the vehicle in front so that you can pull up safely if it suddenly slows down or stops. Remember - • Never get closer than the overall stopping distance (see typical stopping distances table); • Always allow at least a two-second gap between you and the vehicle Know how to join a in front on roads carrying dual carriageway fast-moving traffic and in tunnels where visibility is reduced; When joining a dual carriageway • The two-second gap rule should obey signs and road markings. -
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. -
Euroa Working Group Meeting Presentation
EUROA WORKING GROUP 1 AGENDA: MEETING 3 NO. AGENDA ITEM TOPIC LEADER 1 Open meeting, welcome Todd Beavis 2 Actions from last meeting Todd Beavis 3 Adoption of minutes Todd Beavis 4 Conversations with community Group 5 Noise report Simon De Lisle 7 Break 8 Requirements Ed Walker 9 Explore options (continued) Ed Walker 10 Other business Todd Beavis Inland Rail 11 Future meetings Todd Beavis Enhancing the North East Rail line to allow for double-stacked freight train clearance 12 Close meeting Todd Beavis Euroa Working Group: Meeting Two 2 ACTIONS FROM LAST MEETING NO. ACTIONS 1 Stop all planned communication, including the Q&A campaign in the paper 2 Provide baseline noise monitoring report, including noise logger locations 3 Information on oversize vehicle routes and limits through Euroa 4 Explore the possibility that the road underpass could be limited to smaller vehicles 5 Investigate whether flooding or traffic studies are available 6 Present more information on road under rail and bridge replacement variations Euroa Working Group: Meeting Two 3 ADOPTION OF MINUTES • Will include attendance, apologies, declarations of interest; and a record of topics discussed and assigned actions. • Be reviewed and approved for circulation to members by ARTC and the Chair. • Be circulated to all members for review and to confirm accuracy. Any request for major changes to the minutes must be sent in writing to ARTC and forward to the Chair, to be tabled for agreement at the next Working Group meeting. • Be published on the ARTC website once approved. Any confidential information will be redacted from the minutes published on the ARTC website. -
Part 2: Traffic Control Devices for General
Manual of Uniform Traffic Control Devices Part 2 Traffic Control Devices for General Use 2003 Edition First Issue 1st August, 2003 Second Issue 25th May, 2009 Third Issue 1st August, 2011 Fourth Issue 2nd April 2012 Fifth Issue 18th November, 2013 Sixth Issue 14th March, 2014 Seventh Issue 31st July, 2018 2-2 7/2018 (Blank) 7/2018 2-3 PREFACE Part 2 is based on AS 1742.2 – Traffic Control Devices for General Use. This Part deals with traffic control devices for general use and is applicable to all roads other than freeways. It has been divided into two main sections, one dealing with controls at intersections and the other with controls between intersections. The latter section being further divided by relating the devices to specific traffic situations and problem areas between intersections. Version History: 2003 Edition First Issue 1st August, 2003 Second Issue 25th May, 2009 Third Issue 1st August, 2011 Fourth Issue 2nd April, 2012 Fifth Issue 18th November, 2013 Sixth Issue 14th March, 2014 Seventh Issue 31st July, 2018 2-4 7/2018 (Blank) 7/2018 2-5 CONTENTS SECTION 1. SCOPE AND INTRODUCTION...................................................................................2-7 1.1 SCOPE .......................................................................................................................................2-7 1.2 APPLICATION ............................................................................................................................2-7 1.3 REFERENCED DOCUMENTS ...................................................................................................2-7