Iowa Traffic Control Devices and Pavement Markings: a Manual for Cities and Counties
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
GDOT Signing and Marking Design Guidelines
Signing and Marking Design Guidelines 8/10/2021 Revision 6.1 Atlanta, GA 30308 This document was developed as part of the continuing effort to provide guidance within the Georgia Department of Transportation in fulfilling its mission to provide a safe, efficient, and sustainable transportation system through dedicated teamwork and responsible leadership supporting economic development, environmental sensitivity and improved quality of life. This document is not intended to establish policy within the Department, but to provide guidance in adhering to the policies of the Department. Your comments, suggestions, and ideas for improvements are welcomed. Please send comments to: State Design Policy Engineer Georgia Department of Transportation One Georgia Center 600 West Peachtree Street, N.W., 26th Floor Atlanta, Georgia 30308 DISCLAIMER The Georgia Department of Transportation maintains this printable document and is solely responsible for ensuring that it is equivalent to the approved Department guidelines. Signing and Marking Design Guidelines Revision History Revision Number Revision Date Revision Summary All - Revised and Combined Interstate and Limited Access 2.0 11/2008 Roadway Signing and Marking Design Guidelines and Non- Interstate Signing and Marking Design Guidelines 2.1 1/2011 All - Revised Figures Chapter 2 - Removed section 2.6 Detail Estimate Chapter 3 - Added Bicycle Warning and Share the Road Sign Guidance and Revised Figures Specified 36” for Warning Signs on State Routes Appendix A - Revised Legend and Figures 3.0 12/2013 All – Major Revision 3.1 10/2015 Section 2.4 - Changed General Notes location. Section 2.5 - Changed the Reflective Sheeting Section 3.1- Removed pavement marking plans Section 3.1.2 - Changed “or” to “and/or”. -
PAVEMENT MARKERS (Rpms) from ROAD SURFACES
GEORGIA DOT RESEARCH PROJECT 10-25 FINAL REPORT DEVELOPMENT OF A METHOD TO REMOVE RAISED- PAVEMENT MARKERS (RPMs) FROM ROAD SURFACES OFFICE OF RESEARCH 15 Kennedy Drive Forest Park, Ga 30297 TECHNICAL REPORT STANDARD TITLE PAGE 1.Report No.: FHWA- 2. Government Accession 3. Recipient's Catalog No.: N/A GA-12-1025 No.: N/A 4. Title and Subtitle: 5. Report Date: June 2012 Development of a Method to Remove Raised- Pavement Markers (RPMs) From Road Surfaces 6. Performing Organization Code: N/A 7. Author(s): Jonathan Holmes 8. Performing Organ. Report No.: 10-25 9. Performing Organization Name and Address: 10. Work Unit No.: N/A Georgia Tech Research Institute Georgia Institute of Technology 11. Contract or Grant No.: 0010280 School of Civil and Environmental Engineering Atlanta, GA 30332-0355 12. Sponsoring Agency Name and Address: 13. Type of Report and Period Covered: Georgia Department of Transportation Final; December 2010 – June 2012 Office of Research 14. Sponsoring Agency Code: N/A 15 Kennedy Drive Forest Park, GA 30297-2534 15. Supplementary Notes: Prepared in cooperation with the U.S. Department of Transportation, Federal Highway Administration. 16. Abstract: The Georgia Department of Transportation (GDOT) uses raised pavement markers (RPMs) widely on roads throughout the State to increase road safety. Each of the approximate 3 million RPMs in Georgia was placed manually. Unfortunately, RPMs do not last as long as the road surface meaning they need to be replaced several times throughout the life of a road. There is a strong desire to remove the RPMs prior to placing new ones. -
Evaluation of Rumble Strip Design and Usage
RESEARCH REPORT UKTRP-81-11 Evaluation of Rumble Strip Design and Usage by Jerry G. l'tgman Research Engineer Chief and Michael M. Barclay Fonnerly Research Engioeer Kentucky Transportation Research Program College of Englneeriog University of Kentucky Lexington, Kentucky in cooperation with Department of Transportation Commonwealth of Kentucky The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the UniversitY of Kentucky nor of the Kentucky Department of Transportation. This report does not constitute a standard, specification, or regulation. July 1981 Tec'hnicol Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title ond Subtitle 5. Report Date July 1981 Evaluation of Rumble Strip Design and Usage 6. Performing Organization Code 8. Performing Organization Report No. 7. Author(s) UKTRP-81-11 J. G. Pigman and M. M. Barclay 9. Performing Organization Nome and Address 10. Work Unit No. (TRAJS) Kentucky Transportation Research Program College of Engineering 11. Contract or Grant No. University of Kentucky KYP-75-75 Lexington, Kentucky 40506 13. Type of Report and Period Covered 12. Sponsoring Agency Name and Address Kentucky Department of Transportation Final State Office Building Frankfort, Kentucky 40622 14. Sponsoring Agency Code 15. Supplementary Notes Study Title: Evaluation of Rumble Strip Design and Usage 16. Abstract The objective of this study was to investigate the following aspects of rumble strips: the optimum height and width of elements in a rumble strip pattern, spacing between them, the effect of grouping elements into sets, the effects of speed on design criteria, and driver reaction to the audible and physical stimuli produced by rumble strips. -
Comparison of Identification and Ranking Methodologies for Speed-Related Crash Locations
COMPARISON OF IDENTIFICATION AND RANKING METHODOLOGIES FOR SPEED-RELATED CRASH LOCATIONS Final Report SPR 352 COMPARISON OF IDENTIFICATION AND RANKING METHODOLOGIES FOR SPEED-RELATED CRASH LOCATIONS SPR 352 Final Report by Christopher M. Monsere, Ph.D., P.E., Research Assistant Professor Robert L. Bertini, Ph.D., P.E., Associate Professor Peter G. Bosa, Delia Chi, Casey Nolan, Tarek Abou El-Seoud Department of Civil & Environmental Engineering Portland State University for Oregon Department of Transportation Research Unit 200 Hawthorne SE, Suite B-240 Salem OR 97301-5192 and Federal Highway Administration 400 Seventh Street SW Washington, D.C. 20590 June 2006 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-OR-RD-06-14 4. Title and Subtitle 5. Report Date Comparison of Identification and Ranking Methodologies for Speed-Related June 2006 Crash Locations 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Christopher M. Monsere, Robert L. Bertini, Peter G. Bosa, Delia Chi, Casey Nolan, and Tarek Abou El-Seoud Department of Civil & Environmental Engineering Portland State University -- PO Box 751 -- Portland, OR 97207 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Oregon Department of Transportation Research Unit 11. Contract or Grant No. 200 Hawthorne Ave. SE, Suite B-240 Salem, Oregon 97301-5192 SPR 352 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Oregon Department of Transportation Federal Highway Administration Final Report Research Unit and 400 Seventh Street SW 200 Hawthorne Ave. SE, Suite B-240 Washington, D.C. 20590 14. Sponsoring Agency Code Salem, Oregon 97301-5192 15. -
Rumble Strip Basics for More Information About Rumble Strips in Delaware: You’Ve Probably Seen Them, Those Rows of Grooved Patterns Along the Edges of Some Roadways
RUMBLE STRIP BASICS For more information about rumble strips in Delaware: You’ve probably seen them, those rows of grooved patterns along the edges of some roadways. You Go to safety.deldot.gov to find may have heard and felt them as well, if you have additional articles and supplemental info. ever driven over them. You are not likely to forget the sensation – the low-pitched buzzing sound as your vehicle’s tires cross the strips, and the awakening vibration that you feel. Rumble strips A proven, are an effective safety tool used to address head- effective way on and fixed-object crashes occurring on two-lane to improve rural roadways. Like Us on Facebook highway safety In the United States, rural roads account for /delawaredot and save lives. 60% of all fatal crashes; 90% of which occur on two-lane roads. Center line rumble strips alert drivers that they are drifting across the double Follow Us on Twitter yellow line into oncoming traffic. Edge line rumble @delawaredot strips warn drivers that their vehicle is drifting off the edge of the roadway onto a shoulder or unpaved area. Rumble strips are a cost-effective deterrent to roadway departure crashes, saving lives. deldot.gov 302-760-2080 RUMBLE STRIPS Noise Impacts Some concerns have been expressed that the noise generated by vehicles riding over rumble SAVE LIVES strips will become a disturbance to residents A roadway departure crash is a non-intersection crash which living nearby. The noise of a vehicle riding over occurs after a vehicle crosses an edge line or center line or rumble strips is comparable to that of a passing otherwise leaves the roadway. -
Left-Turn and In-Lane Rumble Strip Treatments for Rural Intersections
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA/TX-04/0-4278-2 4. Title and Subtitle 5. Report Date LEFT-TURN AND IN-LANE RUMBLE STRIP TREATMENTS September 2003 FOR RURAL INTERSECTIONS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Kay Fitzpatrick, Marcus A. Brewer, and Angelia H. Parham Report 0-4278-2 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 0-4278 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Research and Technology Implementation Office September 2001-August 2003 P. O. Box 5080 14. Sponsoring Agency Code Austin Texas 78763-5080 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration. Research Project Title: Safety Measures for Rural Intersections 16. Abstract Studies were conducted on left-turn behavior, left-turn lane guidelines, and in-lane rumble strips. Behavior on the major road at a T-intersection is influenced by the width and type of the shoulder. When a wide level shoulder was provided, a large percentage of the drivers, up to 95 percent, drove on the shoulder at speeds near the operating speed of the roadway. At the site where the shoulder was retrofitted using available materials and widened from 3 ft (0.9 m) to 10 ft (3.1 m) just prior to the intersection, only 19 to 29 percent of the drivers used the shoulder. -
M-614-1 Rumble Strips
GENERAL NOTES 1. RUMBLE STRIPS SHALL BE OMITTED AT TURN AND AUXILIARY LANES, 4. BEGIN RUMBLE STRIPS ON THE OUTSIDE EDGE OF THE TRAVEL LANE ROAD APPROACHES,RESIOENCES,250 FT. BEFORE ROAD INTERSECTIONS, EDGE LINE. ANO OTHER INTERRUPTIONS AS DIRECTED BY THE ENGINEER. 5. DD NOT INSTALL RUMBLE STRIPS ON SHOULDERS LESS THAN 6 FT . WIDE 2. RUMBLE STRIPS MAY BE INSTALLED BY GRINDING, ROLLING, DR FORMING WHEN GUARDRAIL IS PLACED ALONG THE EDGE OF THE SHOULDER. ON CONCRETE PAVEMENT, AND BY GRINDING DNL Y ON HMA PAVEMENT . RUMBLE STRIP WIDTH SHALL BE 12 IN. FDR GRIND-IN AND 18 IN. FDR 6. APPLY THE 60 FT. GAP PATTERN WHEN RUMBLE STRIPS (GRIND-IN) FORMED DR ROLLED. ARE INSTALLED IN CONCRETE PAVEMENT. 3. MINIMIZE THE DIST ANGE BETWEEN RUMBLE STRIP AND EDGE LINE ON CONCRETE PAVEMENTS WITH 14 FT . WIDE SLABS. TRAVEL -----i--------- LANE WIDTH OF SHOULDER VARIES 12" RUMBLE STRIP i------------------------------------r i---- ----- -1- -- (SEE NOTES 2 AND 4) TRANSVERSE SAW -9-CUT TRAFFIC----- PAVEMENT B (TYP .) C MARKING A TRAFFIC A 8 1 · · 1 EDGE OF TRAVEL LANE EDGE OF I TRAVEL LANE RUMBLE STRIP ! RUMBLE STRIP PATTERN RUMBLE STRIPS EXISTING ASPHALT DR CONCRETE PAVEMENT I ~......&.1.1.1,1..1.1.1.1,1,1,1~~----l,l,l,l,l,/~~~----i.+,l,l,I, 12" (SEE NOTE 2) TYPICAL SECTION C-C SHOULDER C SHOULDER 60'CYCLE FOR RUMBLE STRIP AND GAP INTERMITTENT RUMBLE STRIP CONTINUOUS RUMBLE STRIP TWO-LANE ROADWAY (HMA) TWO-LANE ROADWAY (CONCRETE) TYPICAL SECTION ' f---12" CENTERS---o-t--12" CENTERS -----J 60'CYCLE FDR RUMBLE STRIP AND GAP OF GRIND-IN RUMBLE STRIP TYPICAL SECTIONS -
Frutiger (Tipo De Letra) Portal De La Comunidad Actualidad Frutiger Es Una Familia Tipográfica
Iniciar sesión / crear cuenta Artículo Discusión Leer Editar Ver historial Buscar La Fundación Wikimedia está celebrando un referéndum para reunir más información [Ayúdanos traduciendo.] acerca del desarrollo y utilización de una característica optativa y personal de ocultamiento de imágenes. Aprende más y comparte tu punto de vista. Portada Frutiger (tipo de letra) Portal de la comunidad Actualidad Frutiger es una familia tipográfica. Su creador fue el diseñador Adrian Frutiger, suizo nacido en 1928, es uno de los Cambios recientes tipógrafos más prestigiosos del siglo XX. Páginas nuevas El nombre de Frutiger comprende una serie de tipos de letra ideados por el tipógrafo suizo Adrian Frutiger. La primera Página aleatoria Frutiger fue creada a partir del encargo que recibió el tipógrafo, en 1968. Se trataba de diseñar el proyecto de Ayuda señalización de un aeropuerto que se estaba construyendo, el aeropuerto Charles de Gaulle en París. Aunque se Donaciones trataba de una tipografía de palo seco, más tarde se fue ampliando y actualmente consta también de una Frutiger Notificar un error serif y modelos ornamentales de Frutiger. Imprimir/exportar 1 Crear un libro 2 Descargar como PDF 3 Versión para imprimir Contenido [ocultar] Herramientas 1 El nacimiento de un carácter tipográfico de señalización * Diseñador: Adrian Frutiger * Categoría:Palo seco(Thibaudeau, Lineal En otros idiomas 2 Análisis de la tipografía Frutiger (Novarese-DIN 16518) Humanista (Vox- Català 3 Tipos de Frutiger y familias ATypt) * Año: 1976 Deutsch 3.1 Frutiger (1976) -
Safety Evaluation of Centerline Plus Shoulder Rumble Strips
Safety Evaluation of Centerline Plus Shoulder Rumble Strips PUBLICATION NO. FHWA-HRT-15-048 JUNE 2015 Research, Development, and Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, VA 22101-2296 FOREWORD The research documented in this report was conducted as part of the Federal Highway Administration (FHWA) Evaluation of Low-Cost Safety Improvements Pooled Fund Study (ELCSI–PFS). The FHWA established this pooled fund study in 2005 to conduct research on the effectiveness of the safety improvements identified by the National Cooperative Highway Research Program Report 500 Guides as part of the implementation of the American Association of State Highway and Transportation Officials Strategic Highway Safety Plan. The ELCSI-PFS studies provide a crash modification factor (CMF) and benefit-cost (B/C) economic analysis for each of the targeted safety strategies identified as priorities by the pooled fund member states. The combined application of centerline and shoulder rumble strips evaluated under this pooled fund study is intended to reduce the frequency of crashes by alerting drivers that they are about to leave the travelled lane. Geometric, traffic, and crash data were obtained at treated two-lane rural road locations in Kentucky, Missouri, and Pennsylvania. The results of this evaluation show that head-on, run-off-road, and sideswipe-opposite-direction crashes were significantly reduced, and application of centerline and shoulder rumble strips also has potential to reduce crash severity for all types of crashes. Monique R. Evans, P.E. Director, Office of Safety Research and Development Notice This document is disseminated under the sponsorship of the U.S. -
Automated Roadway Pavement Marker Placement System
Automated Roadway Pavement Marker Placement System Final Project Report August 2011 FHWA-HIF-11-048 Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. This report does not constitute a standard, specification, or regulation. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. Trade names mentioned in this report are not intended as an endorsement of any machine, contractor, process, or product. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. The FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. 1 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HIF-11-048 4. Title and Subtitle 5. Report Date Automated Roadway Pavement Marker Placement System: Final Project August 2011 Report 6. Performing Organization Code 7. Authors 8. Performing Organization Report No. Carmine Dwyer 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) C6B Applied Research Associates, Inc. 100 Trade Centre Drive, Suite 200 11. Contract or Grant No. Champaign, IL 61820 DTFH61-08-G-00004 12. Sponsoring Agency Name and Address 13. -
Markings on Highways and on Private Roads Open to Public Travel Have Important Functions in Providing Guidance and Information for the Road User
DE MUTCD Page 3A-1 CHAPTER 3A. GENERAL Section 3A.01 Functions and Limitations Support: 01 Markings on highways and on private roads open to public travel have important functions in providing guidance and information for the road user. Major marking types include pavement and curb markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices. 02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under most highway conditions, markings provide important information while allowing minimal diversion of attention from the roadway. Section 3A.02 Standardization of Application Standard: 01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this Manual. When used for applications not described in this Manual, markings shall conform in all respects to the principles and standards set forth in this Manual. Guidance: 02 Before any new highway, private road open to public travel (see definition in Section 1A.13), paved detour, or temporary route is opened to public travel, all necessary markings should be in place. Standard: 03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the markings are adequately visible. All markings on Interstate highways shall be retroreflective.