Road Hierarchy Criteria
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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 -
Effective Wildlife Roadkill Mitigation
Journal of Traffic and Transportation Engineering 3 (2015) 42-51 doi: 10.17265/2328-2142/2015.01.005 D DAVID PUBLISHING Effective Wildlife Roadkill Mitigation Dion Lester Pitt&Sherry, Hobart 7000, Australia Abstract: The effects of wildlife roadkill on native animal populations can be significant and the cost to people of wildlife collisions, through road crash injuries and vehicle damage, can be also significant. An understanding of roadkill causes and patterns is necessary for successful management intervention. How animals perceive, use and cross roads can vary significantly from road to road and also between different sections of the same road. This study sought to better understand the features of roadkill and successful mitigation options for a 93 km section of road in Tasmania’s northwest. A program of baseline monitoring, analysis and trial sites informed the development of a risk based strategy for mitigating roadkill. The trial mitigation sites experienced a 50% reduction in roadkill compared with the levels prior to implementation of the trials. A number of simple, low maintenance and cost effective mitigation measures were established and offer road managers elsewhere additional options for reducing roadkill on their roads. Key words: Roadkill, mitigation, wildlife, environmental management, roads, adaptive management. 1. Introduction animals [4]. In a study in 2000 of National Transport Agency data, Attewell and Glase [5] found that, from This article describes an adaptive management 1990-1997, there were 94 fatalities and 1,392 approach taken to mitigate wildlife roadkill on the hospitalisations from crashes involving animals within proposed Tarkine Forest Drive project in northwest Australia. While Rowden et al. -
QA Specification R145 Pavement Marking (Performance-Based)
ROADS AND MARITIME SERVICES (RMS) QA SPECIFICATION R145 PAVEMENT MARKING (PERFORMANCE BASED) NOTICE This document is a Roads and Maritime Services QA Specification. It has been developed for use with roadworks and bridgeworks contracts let by Roads and Maritime Services or by local councils in NSW. It is not suitable for any other purpose and must not be used for any other purpose or in any other context. Copyright in this document belongs to Roads and Maritime Services. REVISION REGISTER Ed/Rev Clause Authorised Description of Revision Date Number Number By Ed 1/Rev 0 First issued. GM, IC 30.01.08 Ed 2/Rev 0 1.4 Figures 1 to 8 replaced by Appendices 1 to 4. GM, IC 13.11.09 2 Preclusion of the use of solvent borne paints (P Wellings) revoked. Requirement for pavement marking materials to comply with recommended temperatures added. Reference to RTA G34 removed. Table Reference to Figures 1 to 7 changed to R145.1 Appendices 1 to 2. 3.8 Title – Type D glass bead changed to Type D/D-HR. Reference to AS 2009 removed. 4.4 Reworded to clarify grey scaling rating requirement. 5 Reference to “continuous” and “discontinuous” profile line types included. Reference to Annexure R145/E removed. Requirement for recording line joining profile sections included. Requirement for measuring and reporting skid resistance for continuous profile line type included. Pay Item Reference to “paint” changed to “line or R145P2 marking”. Annex D, Reworded to make types of pavement item (a) markings applied generic. Annex E Title - Type D glass bead changed to Type D/D-HR. -
Chapter 3: Design an Interconnected Street System
Chapter 3: Design an Interconnected Street System [Figure 3.1 in margin near here] Street systems either maximize connectivity or frustrate it. North American neighborhoods built prior 1950 were rich in connectivity, as evidenced by the relatively high number of street intersections per square mile typically found there.1 Interconnected street systems provide more than one path to reach surrounding major streets. In most interconnected street networks two types of streets predominate: narrow residential streets and arterial streets. In this book, for reasons explained in chapter two, we call these arterial streets in interconnected networks “streetcar” arterials. On the other end of the spectrum are the post WWII suburban cul-de-sac systems where dead end streets predominate and offer only one path from home to surrounding suburban arterials. This cul-de-sac-dominated system can be characterized as dendritic or “treelike”, the opposite of the web of connections found in interconnected systems. Streets in this system all branch out from the main “trunk”, which in Canadian and U.S. cities is usually the freeway. Attached to the main trunk of the freeway are the major “branches”, which are the feeder suburban arterial streets or minor highways. These large branches then give access to the next category down the tree, the collector streets or the minor branches in the system. Collector streets then connect to the “twigs and branch tips” of the system, the residential streets, and dead end cul-de-sacs. The major advantages of the interconnected system is that it makes all trips as short as possible, allows pedestrians and bikes to flow through the system without inconvenience, and relieves congestion by providing many alternate routes to the same place. -
Transportation Master Plan
District of West Kelowna Transportation Master Plan February 20, 2014 District of West Kelowna Transportation Master Plan FORWARD This document represents the work of three independent consultants: Boulevard Transportation Group; Strategic Infrastructure Management Inc.; and Urban Systems Ltd. The experience of each of these consultants was drawn upon to develop and interpret available transportation system data to produce a long‐term strategy and plan intended to achieve a diverse, affordable and sustainable transportation system based upon the vision and goals described herein. District of West Kelowna Transportation Master Plan Revision Log Revision # Revised By Date Revision Description 1 Boulevard Transportation February 27, 2014 Table 7 amended District of West Kelowna Transportation Master Plan EXECUTIVE SUMMARY The Transportation Master Plan (TMP) builds upon the goals and objectives of the District’s Official Community Plan (OCP) to support the social and economic health of the District. The TMP uses current and future travel patterns and public expectations to determine incremental system improvements, and integrates these with existing infrastructure maintenance and renewal needs, to present a practical and affordable long-term transportation strategy. The recommended goals for the West Kelowna TMP are separated into the short-term and long-term. Short-term goals reflect supporting the gaps in the existing road network system as priority. The long-term goals focus on the improvements that will refine the transportation network and the efficiency of the system. Goals and Objectives The TMP’s 3 short term goals are: Connect residential, business, and industrial communities effectively and efficiently; Promote the safety and security of the transportation system; and Reduce vehicular travel with higher degree of mixed land uses. -
Shine Road Speed Limit and Traffic Study October 2018
Shine Road Speed Limit and Traffic Study October 2018 Jefferson County Public Works This page intentionally left blank. REPORT OF ENGINEERING and TRAFFIC INVESTIGATION and PROPOSED SPEED LIMIT CHANGE ROAD NAME and NUMBER: Shine Road, County Road No. 505409 TERMINI: Mile Post (M.P.) 0.00 to M.P. 2.34 EXISTING MAXIMUM SPEED LIMIT: 35 Miles per Hour (MPH) PROPOSED MAXIMUM SPEED LIMIT: 25 MPH DATE OF STUDY: October, 2018 This engineering and traffic investigation that considers lowering the speed limit on Shine Road is in response to numerous requests received from property owners living along this roadway for a lower speed limit. This culminated in a petition submitted to the Board of County Commissioners on August 6, 2018, which included signatures from 100 citizens (See Appendix “A”). The petition is also represented in a map (See Appendix “B”). Several of the citizens submitted letters or emails or made phone calls to discuss the specific concerns behind the request. Generally, the concerns can be summarized as follows: Speed is too fast for the road width which is less than a full two lanes for much of its length People speed down the middle of the road It is barely wide enough to accommodate two vehicles coming from opposite directions Traffic has increased and some drivers are using it to get around bridge related backups on SR-104 The road should be restricted to “local traffic” The road has adverse alignment in certain sections and “blind spots” There are steep drop-offs to the beach on the south side without much road shoulder because of erosion There is very little road shoulder on the north side where deep drainage ditches are present The road is used by residents for walking and there are no shoulders so they cannot get off the road Drivers do not obey the speed limit anyway There have been accidents A “speed monitor” sign should be installed (digital speed “feedback” sign) RCW 46.61.400, Basic Rule and Maximum Limits, specifies the maximum speed limit on county roads to be fifty (50) miles per hour. -
Guide to Traffic Management Part 1: Introduction to Traffic Management
SUPERSEDED PUBLICATION This document has been superseded. It should only be used for reference purposes. For current guidance please visit the Austroads website: www.austroads.com.au Guide to Traffic Management Part 1: Introduction to Traffic Management Sydney 2015 Guide to Traffic Management Part 1: Introduction to Traffic Management Third edition project manager: Jill Hislop Publisher Austroads Ltd. Level 9, 287 Elizabeth Street Third edition prepared by: Clarissa Han and James Luk Sydney NSW 2000 Australia First and second edition prepared by: Peter Croft Phone: +61 2 8265 3300 [email protected] Third edition May 2015 www.austroads.com.au Second edition November 2009 First edition published November 2007 About Austroads This third edition includes updated descriptions of each Part in Section 2 and Table 2.1. It also includes additional information on the functional road Austroads’ purpose is to: hierarchy in Section 3.4 and a new Section 4.5 on road environment safety. • promote improved Australian and New Zealand This edition also includes updated referencing to relevant legislations, transport outcomes standards and guidelines. • provide expert technical input to national policy development on road and road transport issues Pages 13 ISBN 978-1-925294-38-5 • promote improved practice and capability by Austroads Project No. NT2004 road agencies. • promote consistency in road and road agency Austroads Publication No. AGTM01-15 operations. © Austroads Ltd 2015 Austroads membership comprises: This work is copyright. Apart from any use as permitted under the • Roads and Maritime Services New South Copyright Act 1968, no part may be reproduced by any process without Wales the prior written permission of Austroads. -
Line Structure Representation for Road Network Analysis
Line Structure Representation for Road Network Analysis Abstract: Road hierarchy and network structure are intimately linked; however, there is not a consistent basis for representing and analysing the particular hierarchical nature of road network structure. The paper introduces the line structure – identified mathematically as a kind of linearly ordered incidence structure – as a means of representing road network structure, and demonstrates its relation to existing representations of road networks: the ‘primal’ graph, the ‘dual’ graph and the route structure. In doing so, the paper shows how properties of continuity, junction type and hierarchy relating to differential continuity and termination are necessarily absent from primal and dual graph representations, but intrinsically present in line structure representations. The information requirements (in terms of matrix size) for specifying line structures relative to graphs are considered. A new property indicative of hierarchical status – ‘cardinality’ – is introduced and illustrated with application to example networks. The paper provides a more comprehensive understanding of the structure of road networks, relating different kinds of network representation, and suggesting potential application to network analysis. Keywords: Network science; Road hierarchy; Route structure; Graph theory; Line structure; Cardinality 1 1 Introduction Road network structure is routinely interpreted in terms of the configuration of roads in structures such as ‘trees’ or ‘grids’; but structure can also be interpreted in terms of the hierarchical relations between main and subsidiary, strategic and local, or through and side roads. In fact, these two kinds of structure – relating to configuration and constitution – are in some ways related. However, despite the proliferation of studies of road network structure, there is not a consistent basis for representing and analysing this dual nature of road network structure, either within traditions of network science or network design and management. -
Rey Resources Duchess Paradise Project
M.J. & A.R. Bamford CONSULTING ECOLOGISTS 23 Plover Way, Kingsley, WA, 6026 ph: 08 9309 3671 fx: 08 9409 2710 eml: [email protected] Rey Resources Duchess Paradise Project. Impacts associated with increased traffic; response to issues raised Dr M. J. Bamford 8th March 2012 BACKGROUND Rey Resources proposes to develop the Duchess Paradise Project in the Kimberley, about 120km south-east of Derby. This is a proposed coal mine and the project involves trucking coal from the mine, initially along an upgraded station road, and then along the existing Great Northern Highway and through to a port facility at Derby. One of the public comments concerns the impact of this road haulage as follows: “The proponent estimates there will be 60-80 trucks per day going from the mine to Derby. It can be expected that this traffic will have a significant impact on a range of species (e.g. many species of mammals, avifauna, frogs and reptiles) that inhabit roadside ecosystems in this region.” Rey Resources has asked Bamford Consulting to comment upon this concern. CONSIDERATION OF IMPACTS A number of factors need to be considered when assessing the likelihood that the traffic movements will result in significant impacts. These include: • Increase in traffic movements over existing levels. In this regard, important to note that the proposal consists of about 25km of an upgraded station road and about 140km along existing sealed highways which already carry commercial and private traffic. • Impacts are primarily through roadkill but roads can also be barriers, even for birds. This can be through the physical presence of an open, exposed area, but also through the movement of vehicles disturbing fauna. -
Paint and Protective Coatings
Change No. 204NS (ESSApproved060611) SECTION 210 – PAINT AND PROTECTIVE COATINGS 210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. 210-1.6.1 General. Paint for traffic striping and marking shall correspond with the requirements shown in the following table: Type of Paint Reflective Material1 Pre-Treatment Finish Coat Thermoplastic Added to the paint Concrete pavement, 10% solution State Specifications during manufacture. buna N rubber in methyl-ethyl-ketone Yellow-White (Pth-10)2 or approved two-component epoxy. Fast Dry May be added See 310-5.6.6, Preparation of Existing State Specifications or directly to paint Surfaces. White Rapid Dry during manufacture Yellow with Engineer’s Black approval. 1. See 210-1.6.5 and 310-5.6.5. 2. Flame sprayed on clean pavement. Min. ambient road temperature 100C (500F). Min. ambient air temperature 160C (600F). 210-1.6.2 Thermoplastic Paint, State Specifications. Pth-10 Thermoplastic traffic line paint shall be a reflectorized thermoplastic pavement striping material applied to the road surface in a molten state by mechanical means. It shall have a surface application of glass beads which, upon cooling to normal pavement temperature, will produce an adherent reflectorized stripe of the specified thickness and width, and will be resistant to deformation by traffic. The material shall contain at least20 percent by weight of glass beads in the white and yellow paints and at least 12 percent titanium dioxide in the white paint. The material, when applied at a temperature range of 4000F to 4250F (2000C to 2200C) and a thickness of 90 to 125 mils (2300 to 3200µm), shall set to bear traffic in not more than 2 minutes when the air temperature is 500F (100C) and not more than 10 minutes when air temperature is 900F (320C). -
Guidelines for Road Works, Drainage and Subdivision Development
Attachment A GUIDELINES FOR ROAD WORKS, DRAINAGE AND SUBDIVISION DEVELOPMENT Adopted 12 September 2002 Updated 22 July 2014 Doc ID 33063 Attachment A 1. GENERAL REQUIREMENTS ............................................................ 3 2. DESIGN AND CONSTRUCTION CRITERIA .................................. 6 2.1. General ................................................................................... 6 2.2. Roads ...................................................................................... 6 2.2.1. General .............................................................................. 6 2.2.2. Urban Roads (other than Industrial) ................................... 7 2.2.3. Industrial Roads ................................................................. 7 2.2.4. Rural Residential Roads ..................................................... 7 2.2.5. Rural Roads ....................................................................... 8 2.2.6 Roman Data ....................................................................... 8 2.3 Design Standards – General .................................................... 9 2.4 Public Utility Conduits ............................................................ 10 2.5 Clearing and Stripping ........................................................... 10 2.6 Earthworks ............................................................................ 11 2.7 Subgrade and Foundation Preparation ................................. 11 2.8 Pavements ............................................................................ -
Sealed Rural Roads
Transportation Research Record 1106 175 The Maintenance and Rehabilitation of Sealed Rural Roads T. J. BROWN Some of the unique aspects of the New Zealand rural road population of 440 cars per 1,000 persons that is second only to network are summarized in this paper. In particular, details are the United States, which has 530 cars per 1,000 persons. Despite provided of the road user charges that are applied to ensure that the high number of car owners, most rural roads in the country the heavy vehicles that impose the greatest wear on the fall within the low-volume road category. pavement pay a fair share of the road maintenance and upgrade costs. All load-carrying vehicles, powered or unpowered, pay a portion of the cost of the deterioration they cause. Weight and THE NEW ZEALAND ROAD SYSTEM distance licenses, and a surcharge on fuels used by light vehicles, ensure that sufficient funds are now available from road user The road system is principally administered by the National taxes to fully fund the share of roading provided by the Roads Board (NRB), an autonomous body that was created by National Roads Board. For more than 50 years New Zealand an act of Parliament. The members of the NRB represent has developed and used a low-cost but effective method of municipalities, counties, private motorists, and heavy vehicle surface sealing on unbound base course pavement layers. The operators together with various government departmental policy of the National Roads Board of placing priority on the appointees. maintenance of the roading asset by fully funding basic items is The NRB is responsible for the setting of expenditure levels highlighted.