A Literature Study on National Highway System
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An Intelligent Transportation Systems (Its) Plan for Canada: En Route to Intelligent Mobility
Transport Transports TP 13501 E Canada Canada AN INTELLIGENT TRANSPORTATION SYSTEMS (ITS) PLAN FOR CANADA: EN ROUTE TO INTELLIGENT MOBILITY November 1999 TABLE OF CONTENTS EXECUTIVE SUMMARY ..............................................................................................1 1. INTRODUCTION.......................................................................................................5 2. ADDRESSING TRANSPORTATION CHALLENGES.............................................5 3. WHAT ARE INTELLIGENT TRANSPORTATION SYSTEMS?..............................7 4. BENEFITS OF ITS....................................................................................................9 5. AN ITS PLAN FOR CANADA - VISION AND SCOPE ..........................................12 6. MISSION: EN ROUTE TO INTELLIGENT MOBILITY .........................................14 7. OBJECTIVES .........................................................................................................14 8. PILLARS OF THE ITS PLAN.................................................................................17 9. MILESTONES.........................................................................................................27 10. CONCLUSION ......................................................................................................30 APPENDIX A ........................................................................................................... i An ITS Plan for Canada: En Route to Intelligent Mobility An ITS Plan for Canada: En Route to Intelligent -
Navigation Signing for Roundabouts
SAIC N N a a t t Bryan J. Katz, PE, PTOE i i o o n n a a l l R R o o u u n n d d a a b b o o May 24, 2005 Vail, Colorado u u t t C C o o Study Performed for: n n f f e e Roundabouts r r e e n n SAIC c c e e 2 2 0 0 0 0 5 5 TRB National Roundabouts Conference D D Traffic Control Devices Pooled Fund Study Navigation Signing for R R A A Vaughan W. Inman, PhD. F F T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u Problem t t C C o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 rowing and Widespread Adoption of o Standard for Navigation Signing at D D R R Roundabouts Roundabouts G N A A F F • • T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C Approach o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 onduct Laboratory Evaluation of tate of Practice Review Roundabout election of Four Representative D D R R Navigation Signage Signing Approaches for Evaluation Comprehension of Representative Signs C S S A A F F • • • T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u k t t C C r o o n n o f Alternatives f Four Signing e e r r e e n n Y c c e e 2 2 w 0 0 0 0 aryland onventional iagrammatic e 5 5 D D R R C M D A A F F • • • •N T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f e e r r e e n n c c e e 2 2 Conventional 0 0 0 0 5 5 D D R R A A F F T T Route Number Shields on One Assembly, Destination Names on Separate Guide Sign N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f Maryland e e r -
South Gloucestershire Council Public Consultation Cycling City Route
South Gloucestershire Council Public Consultation Cycling City Route Number 7 – Ring Road Path Background In June 2008 South Gloucestershire Council, jointly with Bristol City Council, were chosen as Britain’s first Cycling City. Government funding totalling £11.4 million has been awarded to the area to transform cycling infrastructure and to pioneer innovative ways of making cycling a real transport option for more residents. This funding will be matched by Bristol and South Gloucestershire councils and their partners creating a total scheme value of £22.8 million. The aim of the Cycling City project is to double the number of cyclists in the Greater Bristol area. To do this we need to promote and encourage cycling through better infrastructure, training and promotion. The Cycling City project will implement safe, continuous, attractive, comfortable and coherent routes across the project area. This route has been designed with the help of the South Gloucestershire cycle forum. The forum is a group of regular cyclists who have worked with engineers to ensure the proposed route is suitable and to overcome current problems on the route. Route Cycling City Route 7 will run predominantly along the A4174 Ring Road off-road cycle path from the Dramway Roundabout (junction with B4465 Shortwood Hill), to the Bristol City Council boundary in the vicinity of Southmead Hospital (i.e. Kenmore Drive). Although the westernmost section of the route is located away from the Ring Road corridor, continuous direction signing as far as Southmead Hospital will be provided as part of the Cycling City route signing proposals. This route will provide a total length of approximately 10km of predominantly off-carriageway cycle facilities. -
2021 LIMITED ACCESS STATE NUMBERED HIGHWAYS As of December 31, 2020
2021 LIMITED ACCESS STATE NUMBERED HIGHWAYS As of December 31, 2020 CONNECTICUT DEPARTMENT OF Transportation BUREAU OF POLICY AND PLANNING Office of Roadway Information Systems Roadway INVENTORY SECTION INTRODUCTION Each year, the Roadway Inventory Section within the Office of Roadway Information Systems produces this document entitled "Limited Access - State Numbered Highways," which lists all the limited access state highways in Connecticut. Limited access highways are defined as those that the Commissioner, with the advice and consent of the Governor and the Attorney General, designates as limited access highways to allow access only at highway intersections or designated points. This is provided by Section 13b-27 of the Connecticut General Statutes. This document is distributed within the Department of Transportation and the Division Office of the Federal Highway Administration for information and use. The primary purpose to produce this document is to provide a certified copy to the Office of the State Traffic Administration (OSTA). The OSTA utilizes this annual listing to comply with Section 14-298 of the Connecticut General Statutes. This statute, among other directives, requires the OSTA to publish annually a list of limited access highways. In compliance with this statute, each year the OSTA publishes the listing on the Department of Transportation’s website (http://www.ct.gov/dot/osta). The following is a complete listing of all state numbered limited access highways in Connecticut and includes copies of Connecticut General Statute Section 13b-27 (Limited Access Highways) and Section 14-298 (Office of the State Traffic Administration). It should be noted that only those highways having a State Route Number, State Road Number, Interstate Route Number or United States Route Number are listed. -
Dynamic Lane Reversal in Traffic Management
To appear in Proceedings of the 14th IEEE ITS Conference (ITSC 2011), Washington DC, USA, October 2011. Dynamic Lane Reversal in Traffic Management Matthew Hausknecht, Tsz-Chiu Au, Peter Stone David Fajardo, Travis Waller Department of Computer Science School of Civil and Environmental Engineering University of Texas at Austin University of New South Wales {mhauskn,chiu,pstone}@cs.utexas.edu {davidfajardo2,s.travis.waller}@gmail.com Abstract— Contraflow lane reversal—the reversal of lanes in order to temporarily increase the capacity of congested roads— can effectively mitigate traffic congestion during rush hour and emergency evacuation. However, contraflow lane reversal deployed in several cities are designed for specific traffic patterns at specific hours, and do not adapt to fluctuations in actual traffic. Motivated by recent advances in autonomous Fig. 1. An illustration of contraflow lane reversal (cars are driving on vehicle technology, we propose a framework for dynamic lane the right side of the road). The total capacity of the road is increased by reversal in which the lane directionality is updated quickly and approximately 50% by reversing the directionality of a middle lane. automatically in response to instantaneous traffic conditions recorded by traffic sensors. We analyze the conditions under systems, more aggressive contraflow lane reversal strategies which dynamic lane reversal is effective and propose an integer can be implemented to improve traffic flow of a city without linear programming formulation and a bi-level programming increasing the amount of land dedicated to transportation. formulation to compute the optimal lane reversal configuration An important component of implementing dynamic lane that maximizes the traffic flow. -
Test Centre Route
Test Centre Route Name of Practical Test Centre…………Hornchurch Type of Test Route………………………Car Route Number …………………………..21 Date of Last Review..............................January 2007 Name/ Number of Road Direction DTC 2nd right Devonshire Rd Right Devonshire Rd EOR left Abbs Cross Lane 3rd right Elm Park Avenue Roundabout left 1st exit The Broadway Roundabout right 3rd exit Rosewood Avenue 2nd roundabout ahead EOR right Wood Lane EOR right Rainham Rd Becomes Upper Rainham Rd One way system left Roneo Corner 1st right Rom Valley Way Roundabout right 4th exit Oldchurch Rd T/L left South St Roundabout right 3rd exit Victoria Rd Becomes Heath Park Rd Roundabout right 4th exit Slewins Lane 5th right Walden Way EOR left Wykeham Avenue EOR right Butts Green Rd One way system left North St EOR left High St One way system right DTC Glossary: EOR – End of Road T/L - Traffic Lights Please note that any route is subject to alteration at the discretion of the examiner Test Centre Route Name of Practical Test Route…………………..Hornchurch Type of Test Route……………………………….Car Route Number…………………………………….22 Date of Last Review...........................................January 2007 Name/Number of Road Direction DTC One way system 2nd right North St Ahead one way system Becomes Butts Green Rd 1st right Berther Rd EOR left Nelmes Rd 3rd right Sylvan Avenue EOR left Wingletye Lane EOR left A127 (W) T/L right Squirrels Heath Rd 1st right Redden Court Rd 1st right A127 (E) 1st exit Hall Lane Roundabout left 1st exit Avon Rd 5th right Marlborough Gardens Becomes Marlborough -
Using Bluetooth Detectors to Monitor Urban Traffic Flow with Applications
Using Bluetooth Detectors to Monitor Urban Traffic Flow with Applications to Traffic Management by Mohsen Hajsalehi Sichani A thesis submitted to the Victoria University of Wellington in fulfilment of the requirements for the degree of Doctor of Philosophy in Computer Science. Victoria University of Wellington 2020 Abstract A comprehensive traffic monitoring system can assist authorities in identifying parts of a road transportation network that exhibit poor performance. In addition to monitoring, it is essential to develop a localized and efficient analytical trans- portation model that reflects various network scenarios and conditions. A compre- hensive transportation model must consider various components such as vehicles and their different mechanical characteristics, human and their diverse behaviours, urban layouts and structures, and communication and transportation infrastructure and their limitations. Development of such a system requires a bringing together of ideas, tools, and techniques from multiple overlapping disciplines such as traf- fic and computer engineers, statistics, urban planning, and behavioural modelling. In addition to modelling of the urban traffic for a typical day, development of a large-scale emergency evacuation modelling is a critical task for an urban area as this assists traffic operation teams and local authorities to identify the limitations of traffic infrastructure during an evacuation process through examining various parameters such as evacuation time. In an evacuation, there may be severe and unpredictable damage to the infrastructure of a city such as the loss of power, telecommunications and transportation links. Traffic modelling of a large-scale evacuation is more challenging than modelling the traffic for a typical day as his- torical data is usually available for typical days, whereas each disaster and evacua- tion are typically one-off or rare events. -
Human Factors for Connected Vehicles Transit Bus Research DISCLAIMER
DOT HS 812 652 May 2019 Human Factors for Connected Vehicles Transit Bus Research DISCLAIMER This publication is distributed by the U.S. Department of Transportation, National Highway Traffic Safety Administration, in the interest of information exchange. The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the Department of Transportation or the National Highway Traffic Safety Administration. The United States Government assumes no liability for its contents or use thereof. If trade or manufacturers’ names are mentioned, it is only because they are considered essential to the object of the publication and should not be construed as an endorsement. The United States Government does not endorse products or manufacturers. Suggested APA Format Citation: Graving, J. L.; Bacon-Abdelmoteleb, P.; & Campbell, J. L. (2019, May). Human factors for connected vehicles transit bus research (Report No. DOT HS 812 652). Washington, DC: National Highway Traffic Safety Administration. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. DOT HS 812 652 4. Title and Subtitle 5. Report Date Human Factors for Connected Vehicles Transit Bus Research May 2019 6. Performing Organization Code 7. Authors 8. Performing Organization Report No. Graving, Justin L; Bacon-Abdelmoteleb, Paige; Campbell, John L.; Battelle 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Battelle Seattle Research Center 11. Contract or Grant No. 1100 Dexter Avenue North, Suite 400 DTNH22-11-D-00236, Task Order Seattle, WA 98109 18, Subaward 451329-19615 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered National Highway Traffic Safety Administration Final Report Office of Behavioral Safety Research 1200 New Jersey Avenue SE. -
Kolkata Stretcar Track
to BANDEL JN. and DANKUNI JN. to NAIHATI JN. to BARASAT JN. Kolkata 22./23.10.2004 M DUM DUM Streetcar track map: driving is on the left r in operation / with own right-of-way the second track from the right tracks seeming to be operable e is used to make the turns of the regular passenger trains track trunks which are not operable v other routes in 1996 according to Tasker i other suspended routes according to CTC map TALA 11 [13] R actual / former route number according to CTC ULTADANGA ROAD Suburban trains and ‘Circular Railway’ according to Narayanan: Galif [12] i BELGATCHIA in operation under construction l Street [13] 1 2 11 PATIPUKUR A.P.C. Rd[ 20 ] M Note: The route along the Hugly River can’t be confirmed by my own g 12 Belgatchia observations. Bagbazar SHYAM BAZAR R.G. Kar Rd u BAG BAZAR M M metro railway pb pedestrian bridge 1 2 [4] 11 H Shyambazar BIDHAN NAGAR ROAD pb TIKIAPARA [8] 5 SOVA SOVA BAZAR – M BAZAR 6 AHIRITOLA Bidhan Nagar to PANSKURA JN. Aurobinda Sarani 17 housing block [4] 20 20 [12] [13] [ 12 ] 17 loop Esplanade [10] Rabindra Setu Nimtala enlargement (Howrah Bridge) pb [4] 1 [8] GIRISH 2 Howrah [10] M PARK 5 BURRA 6 15 Bidhan Sarani Rabindra Sarani 11 BAZAR 11 12 20 [21] [26] V.I.P. Rd 15 HOWRAH 11 12 M.G. 30Rd MAHATMA Maniktala Main Rd RAILWAY GANDHI 20 30 Acharya Profullya Chandra Rd STATION M ROAD M.G. Rd 20 Howrah [16] 17 17 Northbound routes are [12] [13] [16] M turning counterclockwise, Bridge 15 Mahatma Gandhi Rd 20 20 southbound routes are [4] 11 12 15 17 [ 12 ] 17 ESPLANADE 12 20 turning clockwise. -
Transportation Emergency Preparedness Plan for the Nashua Region
Transportation Emergency Preparedness Plan for the Nashua Region September 2010 Prepared by: Nashua Regional Planning Commission Transportation Emergency Preparedness Plan for the Nashua Region September 2010 TABLE OF CONTENTS 1.0 INTRODUCTION...................................................................................................................................................1 A. OVERVIEW OF TRANSPORTATION PLANNING AND EMERGENCY PREPAREDNESS ...................................................1 B. THE ROLE OF THE METROPOLITAN PLANNING ORGANIZATION..............................................................................2 C. ADVISORY PANEL DISCUSSION................................................................................................................................3 2.0 LITERATURE REVIEW (SECTION 1) ...................................................................................................................5 A. NATIONAL INCIDENT MANAGEMENT SYSTEM (NIMS) (DECEMBER 2008).............................................................5 i. Components of the NIMS: .............................................................................................................................5 B. STATE OF NEW HAMPSHIRE EMERGENCY OPERATIONS PLAN (MARCH 2005) .....................................................6 C. MUNICIPAL HAZARD MITIGATION PLANS (DATES VARY BY MUNICIPALITY)..............................................................8 D. NORTHERN MIDDLESEX PRE-DISASTER MITIGATION PLAN (JULY 2006) ................................................................8 -
Hurricane Evacuation Guidelines (PDF)
Hurricane Evacuation Guidelines Prepare to evacuate if told to do so by elected officials. This may come through radio, television and social media. Plan to evacuate as early as possible – before gale force winds and storm surge forces road closings. Leaving early may also help you to avoid massive traffic jams encountered late in an evacuation effort. Listen to radio/television for evacuation and sheltering information. Remember, there are no shelters in St. Bernard Parish. Storm advisories are issued as followed: Tropical Storm Watch An announcement that sustained winds of 39 to 73 mph are possible within the specified area within 48 hours in association with a tropical, subtropical, or post-tropical cyclone. Tropical Storm Warning An announcement that sustained winds of 39 to 73 mph are expected somewhere within the specified area within 36 hours in association with a tropical, subtropical, or post- tropical cyclone Hurricane Watch A Hurricane Watch is issued when a tropical cyclone containing winds of 64 kt (74 mph) or higher poses a possible threat, generally within 48 hours. These winds may be accompanied by storm surge, coastal flooding, and/or river flooding. The watch does not mean that hurricane conditions will occur. It only means that these conditions are possible. Hurricane Warning A Hurricane Warning is issued when sustained winds of 64 kt (74 mph) or higher associated with a tropical cyclone are expected in 36 hours or less. These winds may be accompanied by storm surge, coastal flooding, and/or river flooding. A hurricane warning can remain in effect when dangerously high water or a combination of dangerously high water and exceptionally high waves continue, even though winds may be less than hurricane force. -
Appendix a New York State Reference (900) Series Routes
Appendix A New York State Reference (900) Series Routes Appendix A - New York State Reference (900) Series Routes 2011 NYSDOT Traffic Data Report New York State Reference (900 Series) Routes “Reference routes” are highways which are owned by or of interest to the New York State Department of Transportation. These highways are not designated as touring routes. Touring routes are Interstates, US routes, and NY routes. These highways are referenced as “900 series” routes with the route number constructed as follows: 1st digit is a 9 2nd digit generally represents the NYSDOT Region 3rd digit is 0 to 5 unless it is a service road (6) or a parkway (7, 8, or 9) 4th character is a letter Reference routes can also include other major non-NYSDOT highways that are not touring routes, major parkways (regardless of ownership), short highways connecting touring routes, short pieces or the entirety of former touring routes, other highways built or rebuilt and then retained by NYSDOT, and one leg of a “Y” intersection of a signed touring route. Appendix A - New York State Reference (900) Series Routes 2011 NYSDOT Traffic Data Report Route Description 900B Glen Cove Road 900C Orient State Park Entrance 900D Oakley Street 900F Union Turnpike 900G Triborough Bridge Manhattan Connector 900J Cross Bay Bridge 900P Jericho Turnpike 900V Nassau Expressway 900W SH 1274: Montauk Highway 901A Hauppauge Center Road 901B Marine Pkwy Bridge – Queens County Line to Tollgate 901B Marine Pkwy Bridge – Rockaway Pt Blvd to Kings County line 901C Doughty Boulevard 906A L.I.E. EB Service Road 906B L.I.E.