Road Network Selection for Small-Scale Maps Using an Improved Centrality-Based Algorithm
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The Gibraltar Highway Code
P ! CONTENTS Introduction Rules for pedestrians 3 Rules for users of powered wheelchairs and mobility scooters 10 Rules about animals 12 Rules for cyclists 13 Rules for motorcyclists 17 Rules for drivers and motorcyclists 19 General rules, techniques and advice for all drivers and riders 25 Road users requiring extra care 60 Driving in adverse weather conditions 66 Waiting and parking 70 Motorways 74 Breakdowns and incidents 79 Road works, level crossings and tramways 85 Light signals controlling traffic 92 Signals by authorised persons 93 Signals to other road users 94 Traffic signs 96 Road markings 105 Vehicle markings 109 Annexes 1. You and your bicycle 112 2. Vehicle maintenance and safety 113 3. Vehicle security 116 4. First aid on the road 116 5. Safety code for new drivers 119 1 Introduction This Highway Code applies to Gibraltar. However it also focuses on Traffic Signs and Road Situations outside Gibraltar, that as a driver you will come across most often. The most vulnerable road users are pedestrians, particularly children, older or disabled people, cyclists, motorcyclists and horse riders. It is important that all road users are aware of The Code and are considerate towards each other. This applies to pedestrians as much as to drivers and riders. Many of the rules in the Code are legal requirements, and if you disobey these rules you are committing a criminal offence. You may be fined, or be disqualified from driving. In the most serious cases you may be sent to prison. Such rules are identified by the use of the words ‘MUST/ MUST NOT’. -
A Study and Analysis of Existing Road Junction
Special Issue - 2016 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 SNCIPCE - 2016 Conference Proceedings A Study and Analysis of Existing Road Junction Bavithran. R, Sasikumar. N Ms. G. Yamuna,.. Asst Professor Department of Civil Engg Department of Civil Engg V.R.S College of Engg & Tech, Araur, VPM Dst V.R.S College of Engg & Tech, Araur, VPM Dst Abstract - Road junction is the point at which more than are also three major groups of sedimentary rocks, layers of two roads are connecting at the point. The junction is particles that settled in different geological periods. analyzed by Volume Count Survey. The volume count survey Viluppuram's GPS location is 11° 56' N 79° 29' E. is one of the methods of finding out the Traffic volume. The Villupuram is the one of the most popular city in junction which is situated in Villupuram is taken as study tamilnadu. In this project, an existing road junction is area. In this junction, the volume count survey is taken for 15 days for determine the Passenger Car Unit and the Level Of studied and analyzed by using volume count survey.. Some Service for the junction is computed. To improve the information are to be carried before the project has started. junction, some suggestions are suggested. The greener time of the Traffic flow from Chennai, Trichy, thirukovillur, Pondicherry are 20 sec, 25 Keywords:- Volume count survey, Peak hour, Passenger sec, 15 sec, and 20 sec respectively. CCTV is provided car unit, Level of service from junction to junction near veeravaliamman temple. -
US-60/Grand Avenue Corridor Optimization, Access Management, and System Study (COMPASS)
US-60/Grand Avenue COMPASS Loop 303 to Interstate 10 TM 3 – National Case Study Review US-60/Grand Avenue Corridor Optimization, Access Management, and System Study (COMPASS) Loop 303 to Interstate 10 Technical Memorandum 3 National Case Study Review Prepared for: Prepared by: Wilson & Company, Inc. In Association With: Burgess & Niple, Inc. Partners for Strategic Action, Inc. Philip B. Demosthenes, LLC March 2013 3/25/2013 US-60/Grand Avenue COMPASS Loop 303 to Interstate 10 TM 3 – National Case Study Review Table of Contents List of Abbreviations 1.0 Introduction ............................................................................................................................................................................................. 1 1.1. Purpose of this Paper ................................................................................................................................................................ 1 1.2. Study Area ..................................................................................................................................................................................... 2 2.0 Michigan 1 (M-1)/Woodward Avenue – Detroit, Michigan ................................................................................................... 4 2.1. Access to Urban/Suburban Areas ......................................................................................................................................... 4 2.2. Corridor Access Control ........................................................................................................................................................... -
Matakana Link Road Public Consultation Feedback
Matakana link road Public Consultation Feedback Report – July 2017 AT.govt.nz Contents 1. Background ................................................................................................................. 5 1.1 Project Development ..................................................................................... 5 1.2 Public Consultation ....................................................................................... 6 2. Feedback Received ..................................................................................................... 8 Question 1 – Which option do you prefer? ................................................................... 9 Question 4 – How would you use the road? .................................................................. 9 Questions 2, 3, 5 & 6 – Issues and Constraints (Key themes identified) ................... 10 3. Next Steps ................................................................................................................. 22 4. Conclusion................................................................................................................. 22 5. Appendix A. Consultation feedback ........................................................................ 23 2 Executive Summary In April 2017, Auckland Transport (AT) sought public feedback on the four short-listed options for the proposed Matakana Link Road. Feedback on the short-listed options was invited from 26 April to 20 May 2017. Submitters were asked to identify their preferred route option (see map -
1.0 Introduction 2.0 General Observations
Core Bus Corridor 9: Greenhills - Preliminary Submission 1.0 Introduction Dublin Cycling Campaign is a registered charity that advocates for better cycling conditions in Dublin. Dublin Cycling Campaign is the leading member of Cyclist.ie, the Irish Cycling Advocacy Network (ICAN). We wants to make Dublin a safe and friendly place for everyone of all ages to cycle. There are many welcome segments to the Greenhills to City Centre route that have the potential to deliver a high-quality route. However, these good sections are let down by poorly managed detours for cyclists, gaps in the cycling provision and poor details. The proposals for Kildare Road in particular are both unsafe and a poor alternative to the Crumlin Road. There are some high-level issues with the current proposals. We understand that the NTA is currently at a preliminary concept design stage. This is reassuring as many of the details of the proposed cycling facilities need to be improved in order to enable safe cycling for people of all ages and abilities. We look forward to future engagement with the NTA to resolve the major issues and refine the details in later stages so that we can produce a high-quality result similar to the Fairview/North Strand cycle route. 2.0 General Observations 2.1 There are some clear improvements Though we are critical of parts of the concept design in many areas, there are already positive improvements proposed for pedestrians and cyclists within this concept design. These include: ● Extensive use of cycle track segregation throughout the corridor. 1 ● The redesign of the Walkinstown Roundabout to reduce the number of traffic lanes and to install safe crossing features, although we disagree with the proposal for ‘shared space’, as it will de-prioritise cyclists. -
Apache Junction Comprehensive Transportation Study
Apache Junction Comprehensive Transportation Study Final Report May 2012 Prepared for the: Arizona Department of Transportation Prepared by: Jacobs 101 N. 1ST Ave. Suite 3100 Phoenix, AZ 85003 P: 602.253.1200 F: 602.253.1202 www.jacobs.com ACKNOWLEDGEMENTS City of Apache Junction Council Members Mayor John S. Insalaco Robin Barker Doug Coleman Rick Dietz Jeff Serdy Clark Smithson Chip Wilson Technical Advisory Committee (TAC) Charla Glendening, Project Manager, ADOT Multimodal Planning Division Giao Pham, P.E, City Engineer/Interim Director, Public Works, City of Apache Junction Steve Filipowicz, Director Economic Development, City of Apache Junction Nick Blake, Parks Superintendent, City of Apache Junction Brett Jackson , Police Lieutenant, Apache Junction Police Department Dan Campbell, Fire Chief, Apache Junction Fire District Dave Montgomery, Chief Fire Marshall, Apache Junction Chad Wilson, Superintendent, Apache Junction Unified School District Bill Leister, Transportation Director, Central Arizona Association of Governments Michelle Green, Project Manager, Arizona State Land Department Doug Hansen, Planning Section Chief, Pinal County Greg Stanley, P.E., Director / County Engineer, Pinal County Alan Sanderson, Deputy Transportation Director, City of Mesa Ken Hall, AICP, Senior Planner, City of Mesa Tim Oliver, Systems Planning Manager, Maricopa County Department of Transportation Felicia Terry, Regional Planning Director, Maricopa County Flood Control District Pat Brenner, Community Relations Manager, City of Apache Junction Angelita -
Interchange of a New Generation Pinavia
1 INTERCHANGE OF A NEW GENERATION PINAVIA 2 3 StanislovasButeliauskas 4 The General Jonas Žemaitis Military Academy of Lithuania 5 Šilo 5A, LT-10322, Vilnius, Lithuania 6 Phone: +370 212 103 553 7 Email: [email protected] 8 9 AušriusJuozapavi čius , corresponding author 10 The General Jonas Žemaitis Military Academy of Lithuania 11 Šilo 5A, LT-10322, Vilnius, Lithuania 12 Phone: +370 212 103 555 13 Email: [email protected] 14 15 16 Word count: 3,110 words text + 7 tables/figures x 250 words each = 4,860 words 17 18 19 Submission date: June 15, 2014 Buteliauskas, Juozapavi čius 2 20 ABSTRACT 21 A new two-level interchange of a unique design called PINAVIA is presented. The new 22 interchange is functionally similar to a conventional four-level stacked interchange: transport flows do 23 not intersect, the driving speed in all directions can be equal to the speeds of the intersecting roads, and 24 the design allows arbitrary capacity in any direction. The PINAVIA design makes it possible to utilize the 25 center area of the junction making it unique in its class. As a consequence, it is a natural component of a 26 Park&Ride system, where private cars can be parked and public transport hubs created. Easy access 27 without intersections to the center area makes it possible to create additional infrastructure with new 28 working places. A new city transportation strategy can be implemented using several PINAVIA 29 interchanges around a city, which could substantially reduce traffic in the city center. Alternative 30 interchange designs are also possible based on the same principles of PINAVIA: designs for three or five 31 roads, elliptical versions, and mirrored versions. -
The Putney Road Link Road Scheme
The Putney Road Link Road Scheme: Why the Council should think again about building this link road Contents Page 1. Introduction 1 2. Is Putney Road suitable for use as a link road? 1 3. Is the Putney Road scheme linked to an Evesham Road scheme? 2 4. Does the Putney Road scheme meet its objectives? 2 5. What are the outcomes from the Putney Road scheme? 3 6. Are the Putney Road scheme outcomes positive? 4 7. Overall conclusions about outcomes and objectives 5 8. Will it reduce rat-running? 6 9. How good is the traffic modelling? 7 10. Testing the traffic model 8 11. Count point accuracy 8 12. Conclusions about the scheme and concluding comments 11 13. The conduct of the bid and the consultation 12 0 The Putney Road Link Road Scheme: Why the Council should think again about building this link road 1. Introduction The Putney Road Link Road scheme will create a new junction where Putney Road West meets Aylestone Road/Saffron Lane, and create a link road running through to Welford Road/Victoria Park Road. Although it is intended to create a new local access to the business area, the main purpose of the scheme is the creation of the link road which at this stage will extend to the A6 London Road through Victoria Park Road. Although the council claims this scheme is not connected with a further scheme, linking Aylestone Road to Narborough Road through Evesham Road, it is self-evident that it is, and the council says this in the bid for the funding for this first stage. -
Parkside Development New Link Road Access to the M6 Motorway Proposal
Richard Ward PINS Reference 3253194; 3253230; and 3253232 Parkside Development New Link Road Access to the M6 Motorway Proposal Page 1 of 20 June 2020 Current Link Road proposal as shown in the Drainage Plan Page 2 of 20 The Current Proposal for the Parkside Link Road by not being a dedicated direct link to the M6 motorway, the Commercial Vehicle Traffic that will be generated by the proposed development(s) in total will impact on the local roads from all directions as measures to prevent are impossible to manage. The following plan of road access to the proposed Parkside development show the Commercial Vehicle Traffic impact on the Local Roads. Where the utilisation of the Motorway M6 junction 22 will be little used with respect to the access to the proposed development from the local roads. The Access was not solved by the previous Parkside Proposals by the developers: 1996 British Coal/Morrisons; 2000+ RailTrack; 2004-2009 Astral Developments; and 2009-2012 Prologis. To whom all had withdrawn due to not being able to solve the Traffic situation, over and above the reason for the development for the need for jobs which has become secondary and not a main issue considering the Parkside proposals having been an issue since 1993 to 2018, (ie 25 years). So the need for jobs is still not the issue the traffic impact still is the issue purely due to the urban location surrounded by a major road infrastructure. It is this that is the problem, due to heavily industrialising an area that the surrounding locality can not cope with the proposed situation – traffic wise. -
DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS
Rural Road Link Design DN-GEO-03031 June 2017 TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure Ireland (TII) is responsible for managing and improving the country’s national road and light rail networks. About TII Publications TII maintains an online suite of technical publications, which is managed through the TII Publications website. The contents of TII Publications is clearly split into ‘Standards’ and ‘Technical’ documentation. All documentation for implementation on TII schemes is collectively referred to as TII Publications (Standards), and all other documentation within the system is collectively referred to as TII Publications (Technical). Document Attributes Each document within TII Publications has a range of attributes associated with it, which allows for efficient access and retrieval of the document from the website. These attributes are also contained on the inside cover of each current document, for reference. TII Publication Title Rural Road Link Design TII Publication Number DN-GEO-03031 Activity Design (DN) Document Set Standards Stream Geometry (GEO) Publication Date June 2017 Document 03031 Historical NRA TD 9 Number Reference TII Publications Website This document is part of the TII publications system all of which is available free of charge at http://www.tiipublications.ie. For more information on the TII Publications system or to access further TII Publications documentation, please refer to the TII Publications website. TII Authorisation and Contact Details This document -
Geometric Design of Junctions (Priority Junctions, Direct Accesses, Roundabouts, Grade Separated and Compact Grade Separated Junctions)
Geometric Design of Junctions (priority junctions, direct accesses, roundabouts, grade separated and compact grade separated junctions) DN-GEO-03060 April 2017 SUPERSEDED TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure Ireland (TII) is responsible for managing and improving the country’s national road and light rail networks. About TII Publications TII maintains an online suite of technical publications, which is managed through the TII Publications website. The contents of TII Publications is clearly split into ‘Standards’ and ‘Technical’ documentation. All documentation for implementation on TII schemes is collectively referred to as TII Publications (Standards), and all other documentation within the system is collectively referred to as TII Publications (Technical). Document Attributes Each document within TII Publications has a range of attributes associated with it, which allows for efficient access and retrieval of the document from the website. These attributes are also contained on the inside cover of each current document, for reference. TII Publication Title Geometric Design of Junctions (priority junctions, direct accesses, roundabouts, grade separated and compact grade separated junctions) TII Publication Number DN-GEO-03060 Activity Design (DN) Document Set Standards Stream Geometry (GEO) Publication Date April 2017 Document 03060 Historical N/A Number Reference TII Publications Website This document is part of the TII publications system all of which is available free of charge at http://www.tiipublications.ie. For more information on the TII Publications system or to access further TII Publications documentation, please refer to the TII Publications website. TII Authorisation and Contact Details This document has been authorised by the Director of Professional Services, Transport Infrastructure Ireland. -
Agenda for Sub-Committee Meeting
AGENDA FOR SUB-COMMITTEE MEETING PRECONSTRUCTION AND HUMAN RESOURCES – Commissioners Alexander, Dyson and Grimsley Monday, July 6, 2020 10:00 a.m. This Virtual Meeting will be held via video teleconference only pursuant to the Oklahoma Open Meeting Act, as amended by Senate Bill 661. 1. Item No. 78 - Programming of Federal Railroad Crossing Safety Funds - Section 130 Title 23 Funds - Mr. Schwennesen Hughes County – Commission District III In Wetumka, Construction funding for a Signal project which includes the installation of pedestal- mounted flashing light signals with gate arms and drainage improvements at the intersection of Wewoka Street and the BNSF mainline. Total cost is $665,278.00 2. Item No. 79 - Safety Improvement Projects - Mr. Pendley a). Commissioner Districts III, IV, V and VII We have received a request from the Divisions III, IV, V, and VII Engineers for the installation of centerline rumble strip and pavement markings at the following locations: 1. SH 76: District III - Beginning in McClain County at the SH 76 & SH 39 junction, extending northerly approximately 6.5 miles to near the US 62 & SH 76 junction west of Blanchard; 2. US 81: District IV - In Canadian County beginning at the Canadian & Grady County Line, extending northerly approximately 2.5 miles to near the US 81 & SH 152 junction in Union City; 3. US 70 & US 183: District V - In Tillman County beginning at the Oklahoma & Texas State Line, extending northerly approximately 13 miles to near the US 183 & CR E1820 Road south of Frederick; 4. US 283: District V - In Jackson County beginning near the US 283 & SH 5 junction, extending northerly approximately 8 to near County Road 165 (Ridgecrest Road) south of Altus; 5.