Synthesis of Non-Mutcd Traffic Signing
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Manual on Uniform Traffic Control Devices Manual on Uniform Traffic
MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration for Streets and Highways Control Devices Manual on Uniform Traffic Dotted line indicates edge of binder spine. MM UU TT CC DD U.S. Department of Transportation Federal Highway Administration MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration 2003 Edition Page i The Manual on Uniform Traffic Control Devices (MUTCD) is approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code, Sections 109(d), 114(a), 217, 315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2). Addresses for Publications Referenced in the MUTCD American Association of State Highway and Transportation Officials (AASHTO) 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 www.transportation.org American Railway Engineering and Maintenance-of-Way Association (AREMA) 8201 Corporate Drive, Suite 1125 Landover, MD 20785-2230 www.arema.org Federal Highway Administration Report Center Facsimile number: 301.577.1421 [email protected] Illuminating Engineering Society (IES) 120 Wall Street, Floor 17 New York, NY 10005 www.iesna.org Institute of Makers of Explosives 1120 19th Street, NW, Suite 310 Washington, DC 20036-3605 www.ime.org Institute of Transportation Engineers -
Permit to Erect and Maintain Custom Street Signs On
Permit To Erect & Maintain Custom Street & Traffic Signs On Gwinnett County Street Rights-Of-Way (Revised November 2004) The intent of this permit is to grant (hereinafter called the “maintaining authority”) the authority to erect and maintain traffic signs within the boundaries of that includes the streets named as follows: The maintaining authority is granted the permission to erect and maintain signs of the following types: Street Name Signs Stop Signs and Yield Signs Other Regulatory Signs Other Warning Signs The maintaining authority is granted this permit with the following stipulations: • No cost to Gwinnett County shall arise from the maintenance of these custom signs. • The maintaining authority agrees to indemnify Gwinnett County of any liability incurred by these signs. • In the case of residential subdivisions, the maintaining authority will be the developer and a legally constituted homeowners association mandated by the restrictive covenants. • The restrictive covenants shall contain an express provision referencing the association’s responsibility to erect and maintain signage within the subdivision in accordance with the permit. • The final plat will contain a notice signed by the developer which notifies all property owners of their responsibility for erecting and maintaining signage in the subdivision in accordance with this permit. • Installation of Street Name Signs. All street name sign blades shall be installed on top of traffic control signs (Stop, Yield, etc.) – NO EXCEPTIONS. WDJ: J & X: Custom Traffic Sign Application Form Page 1 of 8 6” Maximum clearance from top of traffic control sign to the bottom of first street name sign. 3” Maximum clearance between street name sign blades. -
WSDOT Design Manual July 2017 Revision
Publications Transmittal Transmittal Number Date PT 17-039 July 2017 Publication Distribution To: Design Manual Holders Publication Title Publication Number Design Manual – July 2017 M 22-01.14 Originating Organization WSDOT Development Division, Design Office – Design Policy, Standards, and Safety Research Section Remarks and Instructions What’s changed in the Design Manual for July 2017? See the summary of revisions beginning on Page 3. How do you stay connected to current design policy? It’s the designer’s responsibility to apply current design policy when developing transportation projects at WSDOT. The best way to know what’s current is to reference the manual online. Access the current electronic WSDOT Design Manual, the latest revision package, and individual chapters at: www.wsdot.wa.gov/publications/manuals/m22-01.htm We’re ready to help. If you have comments or questions about the Design Manual, please don’t hesitate to contact us. Area of Practice Your Contacts Geometric Design, Roadside Safety Jeff Petterson 360-705-7246 [email protected] and Traffic Barriers Kurt Sielbach 360/705-7937 [email protected] Chris Schroedel 360-705-7299 [email protected] General Guidance and Support John Donahue 360-705-7952 [email protected] To get the latest information on individual WSDOT publications: Sign up for email updates at: www.wsdot.wa.gov/publications/manuals/ HQ Design Office Signature Phone Number /s/ Jeff Carpenter 360-705-7821 Page 1 of 8 Remove/Insert instructions for those who maintain a printed manual NOTE: Also -
7. TRAFFIC SIGNS Many Collisions and Near Crashes Occur As a Result of Drivers Who Ignore Or Fail to Respond Appropriately to Traffic Signs
Traffic Signs 7 7. TRAFFIC SIGNS Many collisions and near crashes occur as a result of drivers who ignore or fail to respond appropriately to traffic signs. It is essential that the meaning of traffic signs be interpreted correctly. Signs are classified according to their function: regulatory, warning and information. The easiest way to identify traffic signs is to learn to recognize their shapes and colours. For safe driving, you must recognize and obey traffic signs without hesitation. A sign-conscious driver is a safe driver. Keep a constant look-out for signs as you move your eyes in the field of view ahead of you. 7.1 Six Basic Sign Shapes Every Driver Must Know Stop The stop sign, a red octagon with white lettering, means come to a full stop and be sure the way is clear before proceeding. Yield Yield Right of Way signs are triangular and have a red border on a white background. A yield sign means you must reduce speed when approaching an intersection. Give right of way and stop if necessary if any other traffic is in, or closely approaching, the intersection. Regulatory Regulatory signs are white rectangles or squares with black or other coloured lettering. These signs state the law, such as speed limits, parking regulations and turning and passing movements. 97 7 Traffic Signs Warning Warning signs are diamond shaped and are yellow or orange with black letters or symbols. They warn of dangerous or unusual conditions ahead, such as a curve, turn, dip or side road. Railway Crossing The crossbuck is the traditional symbol at roadway-railway crossings. -
Chapter 3 Review Questions
Chapter 3 - Learning to Drive PA Driver’s Manual CHAPTER 3 REVIEW QUESTIONS 1. TEENAGE DRIVERS ARE MORE LIKELY TO BE INVOLVED IN A CRASH WHEN: A. They are driving with their pet as a passenger B. They are driving with adult passengers C. They are driving with teenage passengers D. They are driving without any passengers 2. DRIVERS WHO EAT AND DRINK WHILE DRIVING: A. Have no driving errors B. Have trouble driving slow C. Are better drivers because they are not hungry D. Have trouble controlling their vehicles 3. PREPARING TO SMOKE AND SMOKING WHILE DRIVING: A. Do not affect driving abilities B. Help maintain driver alertness C. Are distracting activities D. Are not distracting activities 4. THE TOP MAJOR CRASH TYPE FOR 16 YEAR OLD DRIVERS IN PENNSYLVANIA IS: A. Single vehicle/run-off-the-road B. Being sideswiped on an interstate C. Driving in reverse on a side street D. Driving on the shoulder of a highway 5. WHEN PASSING A BICYCLIST, YOU SHOULD: A. Blast your horn to alert the bicyclist B. Move as far left as possible C. Remain in the center of the lane D. Put on your four-way flashers 6. WHEN YOU DRIVE THROUGH AN AREA WHERE CHILDREN ARE PLAYING, YOU SHOULD EXPECT THEM: A. To know when it is safe to cross B. To stop at the curb before crossing the street C. To run out in front of you without looking D. Not to cross unless they are with an adult 7. IF YOU ARE DRIVING BEHIND A MOTORCYCLE, YOU MUST: A. -
High Occupancy Vehicle (HOV) Detection System Testing
High Occupancy Vehicle (HOV) Detection System Testing Project #: RES2016-05 Final Report Submitted to Tennessee Department of Transportation Principal Investigator (PI) Deo Chimba, PhD., P.E., PTOE. Tennessee State University Phone: 615-963-5430 Email: [email protected] Co-Principal Investigator (Co-PI) Janey Camp, PhD., P.E., GISP, CFM Vanderbilt University Phone: 615-322-6013 Email: [email protected] July 10, 2018 DISCLAIMER This research was funded through the State Research and Planning (SPR) Program by the Tennessee Department of Transportation and the Federal Highway Administration under RES2016-05: High Occupancy Vehicle (HOV) Detection System Testing. This document is disseminated under the sponsorship of the Tennessee Department of Transportation and the United States Department of Transportation in the interest of information exchange. The State of Tennessee and the United States Government assume no liability of its contents or use thereof. The contents of this report reflect the views of the author(s), who are solely responsible for the facts and accuracy of the material presented. The contents do not necessarily reflect the official views of the Tennessee Department of Transportation or the United States Department of Transportation. ii Technical Report Documentation Page 1. Report No. RES2016-05 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date: March 2018 High Occupancy Vehicle (HOV) Detection System Testing 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Deo Chimba and Janey Camp TDOT PROJECT # RES2016-05 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Department of Civil and Architectural Engineering; Tennessee State University 11. -
1979-02-13 BCC Meeting Minutes
i ;i February 13, 1979 Page 417 In ti Ir Meeting The Board of County Commissioners met in Commission Chambers in the Courthouse 11 11 Opened 1: on Tuesday, February 13, 1979. Commissioners Allen E. Arthur, Jr.; Lamar Thomas; I ! Dick Fischer; Lee Chira and Ed Mason were present. Also present were County 1 i Administrator James Harris, Assistant County Attorney Tom Wilkes and Deputy 1 j /I Clerk Mary Jo Hudson. There being a quorum, the Chai rman cal led the meeting to I/ order at 9:00 a.m. Following the Pledge of Allegiance to the Flag, the Board /I f 1 paused for a moment of silent invocation. i! it 1. Upon a motion by Commissioner Fischer, seconded by Commissioner Mason and carried, 1; I; 1 the Board approved the minutes of the meeting of January 23, 24, 25 and 1:- I i1 February 1, 1979, and waived the reading of same. I I I Warrants and Upon a motion duly made, seconded and carried, the following warrants were Vouchers approved by the Board having been certified by the Finance Director that same had not been drawn on overexpended accounts: List # Amoun t Handicapped Chi 1 d Program Head Start Program Victim Advocate Program Spouse Abuse Youth P rograms Rehabi 1 i tat ion Center Green House I I Green House Citizens Dispute Settlement Diversion Project CSA Energy Program Neighborhood Services C. D., Housing Repair CETA I CETA I I CETA I I I YETP CETA VI Child Support Enforcement Program Commun i ty Development , 4th year Commun i ty Deve 1 opmen t , 3 rd year CETA VI Pub1 ic Works Sewer Grant Solid Waste Regular Board Civic Center Fund 53 Self Insurance Fund 58 7th Gas Tax Fund 82 Attorney Upon a mot ion by Commissioner Chi ra, seconded by Commissioner Mason and carried, 1 Payment 1, the Board accepted the recommendations of staff and approved payment of $219.73 ! to Mateer, Harbert, Bechtel & Phal in for attorney costs for the month of 1 January, 1979. -
D) Pavement Milling Machine
COUNCIL WORKSHOP ITEM ITEM: Recommendation to Purchase a Pavement Milling Machine DATE: 6/5/01 PREPARED BY: Jack J. Bajor, Jr., Director of Public Works Rick Ebel, Pavement Division Manager PURPOSE: Street Pavement Maintenance BID AMOUNT: $ 184,700.00 BUDGET AMOUNT: $ 190,000.00 DISCUSSION: Beginning in the mid-nineties the Public Works Department began discussions on methods of improving the effectiveness and efficiency of our in-house patching and pavement work. Discussions quickly turned to milling or grinding pavement patch areas to a depth of two (2) inches, rather than doing full depth patches of the pavement surface. Pavement thicknesses in Downers Grove are quite variable commonly ranging in depth from six (6) to ten (10) inches. So for a pavement patch of a 10’ X 20’ area, we are removing and replacing approximately 100 to 167 cu.ft. of material with each full depth patch, while the grinder would remove only 33.3 cu.ft. of material for the same 10’ X 20’ patch. Table 1 compares the material volume differences of three patch sizes for full depth patching verses milling. Obviously, if we are taking a greater volume of material out, there is a greater need for the re-installation of new asphalt. On average a three to one reduction can be realized by moving from full depth patching to milling. Additionally, the process to remove a full depth patch is much more labor intensive as the area is first saw cut, then broken out and finally loaded on to a truck with a backhoe. A grinder can complete all three of these steps as it works, again in about a third of the time. -
Community Meeting for Mary Avenue Grade Separation, Aug. 10, 2017
Caltrain Grade Separation Feasibility Study Mary Avenue Railroad Crossing Community Meeting August 10, 2017 Agenda • Meeting format review • Goals and context • Mary Avenue options Feedback • Q and A • Next steps • Adjourn 2 Caltrain Grade Separations Project Goals Improve Safety (LUTE Policy 24, 36, 40, 41, 42, 46) Enhance Reduce Ped/Bike Traffic Delay Access (LUTE Policy 32, 42) (LUTE Policy 24, 33, 36, 41) 4 Project Context 60,000 50,000 40,000 30,000 Average Daily Ridership Daily Average 20,000 76 trains 92 trains 114 trains (2003) (2016) +80-106 HSR (2040) Caltrain Grade Separation – VTA Program Description Sunnyvale has 2 of the 8 at grade crossings VTA criteria include cost efficiency and Complete Streets 6 Screening Alternatives Screening • Establish rail and road criteria Alternatives • Identify existing conditions • Develop cursory design of alternatives • Identify impacts and constraints Impacts • Bring results to community Variants of • Identify feasible alternatives Screening • Develop variants to minimize impacts Alternatives • Engage community for input 7 Initial Screening Alternatives 8 At-grade Railroad Crossing Grade Separated Crossing - Overpass At-grade Railroad Crossing Grade Separated Crossing - Underpass Design Criteria Roadway Railroad Grades 4.75% 1.2% max Design speed 30 - 45 mph 79 mph for shoofly (temp rail) Based on posted speed 110 mph for final condition plus 5 mph Bridge depth 5’ 6.75’ Supporting roadway Supporting railroad Vertical clearance Underpass Overpass 15.5’ over roadway 27’ over railroad Roadway -
MN MUTCD Chapter 2H
Chapter 2B. REGULATORY SIGNS TABLE OF CONTENTS Chapter 2B. REGULATORY SIGNS 2B.1 Application of Regulatory Signs ..........................................................................................2B-1 2B.2 Design of Regulatory Signs ..................................................................................................2B-1 2B.3 Size of Regulatory Signs ......................................................................................................2B-1 2B.4 Right-of-Way at Intersections ...............................................................................................2B-7 2B.5 STOP Sign (R1-1) and ALL WAY Plaque (R1-3P) ...............................................................2B-8 2B.6 STOP Sign Applications .......................................................................................................2B-9 2B.7 Multi-Way Stop Applications ...............................................................................................2B-9 2B.8 YIELD Sign (R1-2) ..............................................................................................................2B-10 2B.9 YIELD Sign Applications .....................................................................................................2B-10 2B.10 STOP Sign or YIELD Sign Placement .................................................................................2B-10 2B.11 Stop Here For Pedestrians Signs (R1-5 Series) ....................................................................2B-11 2B.12 In-Street and Overhead Pedestrian -
Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane
MATEC Web of Conferences 81, 04009 (2016) DOI: 10.1051/matecconf/20168104009 ICTTE 2016 Analysis of Traffic Capacity on Mountainous Two Lane Highway Adding Climbing Lane Yunwei Meng1,2 , Hailing Li2, Hejun Chai2 and ZonglingYan 2 1The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 201804,Shanghai, China 2China Merchants Chongqing Communications Technology Research & Design Institute Co., LTD, 400067,Chongqing, China Abstract. During the construction of mountainous double lane highway, climbing lane plays a certain role for enhancing the traffic capacity. In order to explore traffic capacity improvement effect for different conditions of climbing lane, 20 representative models are chosen, which contain various combinations of alignment and traffic parameters. The changes of traffic capacity, average speed, delays, and saturation in models are obtained before and after the use of a climbing lane by means of numerical simulation. The results show that the use of a climbing lane could improve traffic capacity, average speed, while reducing delays and saturation. The improvement effect is different according to different combinations of alignment and traffic parameters. The research could provide a reference for mountainous climbing lane construction intend. 1 Introduction found that it is possible to generate traffic bottlenecks in the lane separation and convergence position. It can Because of the limitation of geology, topography and effectively ease traffic congestion by extending the length engineering investment, two-way two lane highway is of the transition section [4]. Setting up a reasonable common form in mountainous area of China. Two lane climbing lane, it can slow down the occurrence of traffic highways in mountain area is the main artery, assuming congestion [5]. -
Traffic and Road Sign Recognition
Traffic and Road Sign Recognition Hasan Fleyeh This thesis is submitted in fulfilment of the requirements of Napier University for the degree of Doctor of Philosophy July 2008 Abstract This thesis presents a system to recognise and classify road and traffic signs for the purpose of developing an inventory of them which could assist the highway engineers’ tasks of updating and maintaining them. It uses images taken by a camera from a moving vehicle. The system is based on three major stages: colour segmentation, recognition, and classification. Four colour segmentation algorithms are developed and tested. They are a shadow and highlight invariant, a dynamic threshold, a modification of de la Escalera’s algorithm and a Fuzzy colour segmentation algorithm. All algorithms are tested using hundreds of images and the shadow-highlight invariant algorithm is eventually chosen as the best performer. This is because it is immune to shadows and highlights. It is also robust as it was tested in different lighting conditions, weather conditions, and times of the day. Approximately 97% successful segmentation rate was achieved using this algorithm. Recognition of traffic signs is carried out using a fuzzy shape recogniser. Based on four shape measures - the rectangularity, triangularity, ellipticity, and octagonality, fuzzy rules were developed to determine the shape of the sign. Among these shape measures octangonality has been introduced in this research. The final decision of the recogniser is based on the combination of both the colour and shape of the sign. The recogniser was tested in a variety of testing conditions giving an overall performance of approximately 88%.