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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’. -
Fec Railroad Grade Separation Feasibility Study
FEC RAILROAD GRADE SEPARATION FEASIBILITY STUDY EXECUTIVE SUMMARY The Martin Metropolitan Planning Organization (MPO) initiated this feasibility study to identify, evaluate and plan for potential roadway and non-motorized pedestrian/bicycle grade separations along the Florida East Coast Rail Line (FEC) through Martin County. The study has been performed in phases including: Tier 1: Perform an initial assessment of all the mainline rail at grade crossings (25) in Martin County and identify 10 roadway candidate crossings for potential grade separation. Review adjacent land uses between crossings and known areas of pedestrian trespassing on the rail corridor to identify 5 candidate locations for non-motorized crossings. Tier 2: Perform detailed evaluation and rank the roadway and non-motorized candidates for the need and justification to implement grade separations. Tier 3: Prepare concepts and assess the feasibility and impacts of grade separations at 4 potential crossing locations: o Conceptual plans for up to 2 crossings for roadway grade separation, and o Conceptual plans for up to 2 crossings for non-motorized uses Assess the impacts and cost-benefit of the concepts developed for this study. The final results include concepts, costs and benefits developed for an Indian Street/Dixie Highway elevated roadway crossing, a Monterey Road/Dixie Highway depressed roadway crossing, a Railroad Avenue to Commerce Boulevard elevated pedestrian/bicycle grade separation and a Downtown Stuart elevated pedestrian/bicycle grade crossing. Each concept is provided below from south to north by roadway and non-motorized category. Note 11x17 sheets are provided in Chapter 4, Figures 18 to 21. Potential Indian Street / Dixie Highway Elevated Roadway Grade Crossing over the FEC Railroad E - 1 FEC RAILROAD GRADE SEPARATION FEASIBILITY STUDY Potential Monterey Rd/Dixie Highway Depressed Roadway Grade Crossing over the FEC RR Potential Railroad Ave. -
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. -
Grade Separations Info Sheet: February 2020 5
GO Expansion Update Grade Separations Info Sheet: February 2020 5 Metrolinx is increasing its services as part of the GO Expansion program, which will increase train frequency and the number of trains on the GO rail network. To increase traffic flow and transit capacity , Metrolinx has identified the need to build a number of grade separations. This Info Sheet describes: • What is a grade separation? • Why are grade separations needed? What are the benefits? • What is involved in designing a grade Rendering of a road underpass separation? • What is involved in building a grade separation? What is a grade separation? • How will Metrolinx design, build, and address effects of grade separation? A grade separation is a tunnel or a bridge that allows a • Why doesn’t Metrolinx move tracks instead road or rail line to travel over or under the other, without of the road? the need for vehicles travelling on the road to stop. If the road is lowered below the rail line, it is called rail over road, while if it is raised above the rail line, it is called What are the benefits of grade road over rail. separations? Why are grade separations needed? • Improved traffic flow and elimination of the potential for conflicts between trains Although each rail line is different, trains may run as little and vehicles; as one or two times per hour on some Metrolinx • Increased on-time performance and corridors. This means that each road crossing may need operational reliability; to be temporarily closed about once or twice an hour to • Better connections and crossings for let the trains pass. -
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 ........................................................................................................................................................... -
Road Network Selection for Small-Scale Maps Using an Improved Centrality-Based Algorithm
JOURNAL OF SPATIAL INFORMATION SCIENCE Number 9 (2014), pp. 71–99 doi:10.5311/JOSIS.2014.9.166 RESEARCH ARTICLE Road network selection for small-scale maps using an improved centrality-based algorithm Roy Weiss and Robert Weibel Department of Geography, University of Zurich, Zurich, Switzerland Received: January 31, 2014; returned: March 13, 2014; revised: July 29, 2014; accepted: August 18, 2014. Abstract: The road network is one of the key feature classes in topographic maps and databases. In the task of deriving road networks for products at smaller scales, road net- work selection forms a prerequisite for all other generalization operators, and is thus a fun- damental operation in the overall process of topographic map and database production. The objective of this work was to develop an algorithm for automated road network selec- tion from a large-scale (1:10,000) to a small-scale database (1:200,000). The project was pur- sued in collaboration with swisstopo, the national mapping agency of Switzerland, with generic mapping requirements in mind. Preliminary experiments suggested that a selec- tion algorithm based on betweenness centrality performed best for this purpose, yet also exposed problems. The main contribution of this paper thus consists of four extensions that address deficiencies of the basic centrality-based algorithm and lead to a significant improvement of the results. The first two extensions improve the formation of strokes concatenating the road segments, which is crucial since strokes provide the foundation upon which the network centrality measure is computed. Thus, the first extension en- sures that roundabouts are detected and collapsed, thus avoiding interruptions of strokes by roundabouts, while the second introduces additional semantics in the process of stroke formation, allowing longer and more plausible strokes to built. -
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. -
Considerations for High Occupancy Vehicle (HOV) Lane to High Occupancy Toll (HOT) Lane Conversions Guidebook
Office of Operations 21st Century Operations Using 21st Century Technology Considerations for High Occupancy Vehicle (HOV) Lane to High Occupancy Toll (HOT) Lane Conversions Guidebook U.S. Department of Transportation Federal Highway Administration June 2007 Considerations for High Occupancy Vehicle (HOV) to High Occupancy Toll (HOT) Lanes Conversions Guidebook Prepared for the HOV Pooled-Fund Study and the U.S. Department of Transportation Federal Highway Administration Prepared by HNTB Booz Allen Hamilton Inc. 8283 Greensboro Drive McLean, VA 22102 Under contract to Federal Highway Administration (FHWA) June 2007 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 the use thereof. The contents of this Report reflect the views of the contractor, who is responsible for the accu- racy of the data presented herein. The contents do not necessarily reflect the official policy of the Department of Transportation. This Report does not constitute a standard, specification, or regulation. The United States Government does not endorse products or manufacturers named herein. Trade or manufacturers’ names appear herein only because they are considered essential to the objective of this document. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HOP-08-034 4. Title and Subtitle 5. Report Date Consideration for High Occupancy Vehicle (HOV) to High Occupancy Toll June 2007 (HOT) Lanes Study 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Martin Sas, HNTB. Susan Carlson, HNTB Eugene Kim, Ph.D., Booz Allen Hamilton Inc. -
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. -
Barrier Versus Buffer Separated Managed Lanes
EMERGING ISSUES: BARRIER VERSUS BUFFER SEPARATED MANAGED LANES PREPARED FOR PREPARED BY Georgia Department of Transportation HNTB Corporation Office of Planning 3715 Northside Parkway 600 West Peachtree Street NW 400 Northcreek, Suite 600 Atlanta, GA 30308 Atlanta, GA 30327 Phone: (404) 631-1796 Phone: (404) 946-5708 Fax: (404) 631-1804 Fax: (404) 841-2820 Contact: Michelle Caldwell Contact: Andrew C. Smith, AICP January 2010 c Georgia Department of Transportation FINAL Barrier Versus Buffer Separated Managed Lanes January 2010 Atlanta Regional Managed Lane System Plan Technical Memorandum 17B: Advantages and Disadvantages of Barrier Versus Buffer Separated Managed Lanes Prepared for: Georgia Department of Transportation One Georgia Center, Suite 2700 600 West Peachtree Street NW Atlanta, Georgia 30308 Prepared by: HNTB Corporation Atlanta Regional Managed Lane System Plan Georgia Department of Transportation, Office of Planning FINAL Barrier Versus Buffer Separated Managed Lanes January 2010 ADVANTAGES AND DISADVANTAGES OF BARRIER VERSUS BUFFER SEPARATED MANAGED LANES WHITE PAPER Introduction The purpose of this white paper is to explore the advantages and disadvantages associated with the separation of managed lanes from the general purpose lanes by means of a barrier or buffer system. A number of factors contribute to the selection of a buffer or barrier system including issues of design specifications, costs, access, safety, congestion pricing operations, enforcement and public perception. The advantages and disadvantages of barrier and buffer separated managed lanes facilities are fully elaborated on in the sections below. Each corridor within Atlanta should decide for itself, based on its current and projected needs, operational guidelines and ultimate goals, which system, or combination thereof, works best for their area.