Modern Roundabout Practice in the United States
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Wirtschaft 30 - Industrie 4.0: MAGAZIN DER IHK ARNSBERG Mehr Produktivität Und Flexibilität Im Mittelstand
12 - Westfalen – Eine europäische Region feiert 200. Geburtstag. wirtschaft 30 - Industrie 4.0: MAGAZIN DER IHK ARNSBERG Mehr Produktivität und Flexibilität im Mittelstand SEPTEMBER 2015 www.ihk-arnsberg.de Freihandel – ein Gewinn für alle Format + Layout neu Büromöbel Vom Einzelarbeitsplatz bis zum Großraumbüro, wir haben für Sie die für Profis! passende Lösung. Beim Kauf eines Büros erhalten sie einen Chefsessel gratis dazu!* Unser Service für Sie! Vor-Ort-Beratung Lieferung Aufmaß Montage Computerplanung und vieles mehr! - Gratis- Ihr Chefsessel *Ab einem Einkaufswert von 2.000 Euro. Möbel Turflon Werl Klemens Münstermann GmbH & Co. KG • Budberger Str. 25 • 59457 Werl - Büderich • Tel.: 02922 / 88 80 +++ Aktuelle Angebote finden Sie unter:www.turflon.de +++ Entspannter starten. Mit kurzen Wegen. Jetzt neu: Priority Parking. Mehr Infos zum exklusiven Parken unter: www.dortmund-airport.de/parken Der Dortmund Airport steht für entspanntes Reisen zu Treffen Sie uns auch bei und attraktiven Zielen in ganz Europa. Hier sind Sie in wenigen Schritten am Auto und nach wenigen hundert Metern auf der Autobahn. Wann landen Sie in Dortmund? Jetzt online buchen: www.dortmund-airport.de RZ Anz-PriorityParking_185x128.indd 1 01.04.15 17:09 kommentar Zur neuen EU-Handelsstrategie Im Herbst wird die EU eine neue te Handelssystem weiterbringen Handelsstrategie vorlegen, die die können. Prioritäten für EU-Freihandelsver- Wichtig ist es dabei, den Bedarf handlungen für die nächsten fünf kleiner und mittelständischer Un- Jahre festlegen wird. Als Export- ternehmen (KMU) besonders in nation ist Deutschland auf offene den Fokus zu rücken. Wir brau- Märkte und faire Handelsregeln chen Abkommen, die auch mit be- angewiesen. Unsere Ausfuhren grenzten Ressourcen einfach um- sichern ein Viertel der deutschen zusetzen sind. -
Roundabout Planning, Design, and Operations Manual
Roundabout Planning, Design, and Operations Manual December 2015 Alabama Department of Transportation ROUNDABOUT PLANNING, DESIGN, AND OPERATIONS MANUAL December 2015 Prepared by: The University Transportation Center for of Alabama Steven L. Jones, Ph.D. Abdulai Abdul Majeed Steering Committee Tim Barnett, P.E., ALDOT Office of Safety Operations Stuart Manson, P.E., ALDOT Office of Safety Operations Sonya Baker, ALDOT Office of Safety Operations Stacey Glass, P.E., ALDOT Maintenance Stan Biddick, ALDOT Design Bryan Fair, ALDOT Planning Steve Walker, P.E., ALDOT R.O.W. Vince Calametti, P.E., ALDOT 9th Division James Brown, P.E., ALDOT 2nd Division James Foster, P.E., Mobile County Clint Andrews, Federal Highway Administration Blair Perry, P.E., Gresham Smith & Partners Howard McCulloch, P.E., NE Roundabouts DISCLAIMER This manual provides guidelines and recommended practices for planning and designing roundabouts in the State of Alabama. This manual cannot address or anticipate all possible field conditions that will affect a roundabout design. It remains the ultimate responsibility of the design engineer to ensure that a design is appropriate for prevailing traffic and field conditions. TABLE OF CONTENTS 1. Introduction 1.1. Purpose ...................................................................................................... 1-5 1.2. Scope and Organization ............................................................................... 1-7 1.3. Limitations ................................................................................................... -
2013 Legislative Report Template
2016 Report on the MnDOT Cost Participation Policy DRAFT – 12/11/15 1 Prepared by The Minnesota Department of Transportation 395 John Ireland Boulevard Saint Paul, Minnesota 55155-1899 Phone: 651-296-3000 Toll-Free: 1-800-657-3774 TTY, Voice or ASCII: 1-800-627-3529 2 Contents Contents .............................................................................................................................................................. 3 Legislative request .............................................................................................................................................. 4 Summary .............................................................................................................................................................. 5 Interpretation ...................................................................................................................................................... 6 Interpreting the Law ..................................................................................................................................... 6 Policy Principles ............................................................................................................................................. 7 Consulting Representatives of Local Units of Government ....................................................................... 8 Policy Recommendations ................................................................................................................................. 9 Non-Policy -
Continuous Flow Intersection, Parallel Flow Intersection, and Upstream Signalized Crossover
Comparison of Three Unconventional Arterial Intersection Designs: Continuous Flow Intersection, Parallel Flow Intersection, and Upstream Signalized Crossover Seonyeong Cheong, Saed Rahwanji, and Gang-Len Chang Abstract— This research is aimed to evaluate and world have adopted many conventional measures, including compare the operational performance of three signal planning and double left-turn lanes, for alleviating this unconventional intersections: Continuous Flow problem [1]. The using of these conventional measures are Intersection (CFI), Parallel Flow Intersection (PFI) and limited as the modifications of intersection design, such as Upstream Signalized Crossover (USC). For this purpose, widening interchanges and building bypasses, are expensive various experimental designs, including traffic conditions, and disruptive [1]. In contrast, the unconventional arterial geometric features and signal plans, were set and the intersection design (UAID) is one of the methods that can average delays were compared for movements of efficiently reduce the congestion with less cost as compare through-only traffic and left-turn-only traffic. From the with the conventional measures. General principles of results of analysis, all three unconventional intersections operation and management strategies of the UAID include: 1) outperformed conventional one and among the emphasis on through traffic movements along the arterial; 2) unconventional intersections, CFI outperformed the reduction in the number of signal phases (e.g. left-turn arrow others except for some traffic conditions. In the balanced phase); and 3) reduction in the number of intersection conflict traffic condition scenario, at the low traffic volume level, points [2]. These principles allow the UAID to reduce the the average delays of through traffic for PFI were smaller traffic congestion at the intersection and improve the traffic than that of CFI and very similar at the moderate traffic safety. -
City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
ADAS Map with Sign Warnings Package Highly Accurate Traffic Signs and Speed Restriction Content
ADAS Map with Sign Warnings Package Highly accurate traffic signs and speed restriction content Overview For car manufacturers that need traffic sign and speed meet our quality targets. Traffic signs provide useful information restriction information for visualization and overspeed regarding local driving restrictions to the driver on the warnings, the TomTom ADAS Map with Sign Warnings Package infotainment screen. Speed restrictions represent a permanent provides high-quality digital maps. These cover more than 20 and legal speed limit for a given road. Speed restrictions can sign types, including sub-plates, traffic light locations and be used as input for ADAS use cases such as Predictive Cruise verified speed limits. Unlike a camera, there is no hindrance Control and Intelligent Speed Assistance. The speed limit from blocked views nor overlooked or misinterpreted signs. content is also highly relevant for NCAP vehicle safety ratings and European legislation for Intelligent Speed Assistance. Traffic sign and speed restriction content is solely sourced from quality, trustworthy data sources in order to consistently Features Benefits One global specification, including sub-attributes Enables quick time-to-market across vehicle lines Broad coverage for highest road classes Facilitates product launches in multiple markets Traffic signs Provides warnings and visualization for drivers Speed restriction Improves Euro NCAP rating and overspeed warnings End user benefits Sample applications TomTom ADAS Map with Sign Warnings Package provides -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
Petition For/Request to Initiate Vacation of Public Highway, Street, Alley Or Easement Requirements and Process Overview
Petition for/request to initiate vacation of public highway, street, alley or easement Requirements and process overview The City of St. Louis Park will vacate public highways, streets, alleys or easements if it is found that the city has no current or future need for these lands. Proceedings to vacate such land may be commenced by petition of a majority of the owners of property fronting upon the portion of the public highway, street, alley or easement to be vacated, by action of the St. Louis Park City Council or by recommendation of the St. Louis Park Planning Commission. In order to constitute a petition for vacation, a majority of abutting property owners of the portion of public highway or street to be vacated must appear on the petition form. If the request is for vacation of a public alley or easement, it must be signed by the majority of owners of property adjacent to the alley or easement in the block where the alley or easement is situated, whether or not the petition requests vacation of the entire alley or easement. The petition shall be filed with the city clerk. If the application represents a request to the planning commission to recommend and to the city council to initiate vacation, that must be specifically stated. The applicant is encouraged to discuss the proposal with community development staff prior to completion of final plans and filing of a petition/request. Submittal checklist ☐ Petition/request ☐ Filing fee (see application for fee schedule) ☐ A complete and accurate legal property description must be submitted if the property to be vacated is an easement. -
Mr. Gupta Detailed the Current Status of India's Road Network and Its
Mr. Gupta detailed the current status of India’s road network and its maintenance: “The total length of the road network in India is 4.69 million km. It is the second largest road network in the world, just after the United States. ….. The national highways constitute 82,000 kilometers, 1.7 percent of the total length, and carry 40 percent of the total traffic.” “65 percent of total traffic and 90 percent of passenger traffic are being serviced by roads. The corresponding figures in the 1950s were 12 percent and 31.6 percent. The compounded annual growth rate of traffic on roads during the last two decades has been 9 percent. Road maintenance, however, is not commensurate with the traffic growth rate.” “The Indian Constitution assigns responsibility for the national highway network to the central government while State governments are responsible for developing and maintaining the state highways, major district roads, other district roads, and village roads. ….. The Ministry of Road Transport & Highways is the apex organization in the road sector in the country responsible for the planning, development, and maintenance of the national highways. It extends technical and financial support to state governments for the development of state roads, the connectivity of roads of interest and economic importance; it evolves the standards and specifications for roads and bridges in the country.” “Several road development programs are being implemented in the country. The first, the National Highway Development Program, is one of the world's largest road development programs. It comprises seven phases of development of more than 55,000 km of national highways; of which 21,000 km of road length has already been completed.” “Another is the Rural Road Development Program fully funded by the central government to supplement the efforts of the state governments in the construction and maintenance of the rural road network. -
FHWA Bikeway Selection Guide
BIKEWAY SELECTION GUIDE FEBRUARY 2019 1. AGENCY USE ONLY (Leave Blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED February 2019 Final Report 4. TITLE AND SUBTITLE 5a. FUNDING NUMBERS Bikeway Selection Guide NA 6. AUTHORS 5b. CONTRACT NUMBER Schultheiss, Bill; Goodman, Dan; Blackburn, Lauren; DTFH61-16-D-00005 Wood, Adam; Reed, Dan; Elbech, Mary 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION VHB, 940 Main Campus Drive, Suite 500 REPORT NUMBER Raleigh, NC 27606 NA Toole Design Group, 8484 Georgia Avenue, Suite 800 Silver Spring, MD 20910 Mobycon - North America, Durham, NC 9. SPONSORING/MONITORING AGENCY NAME(S) 10. SPONSORING/MONITORING AND ADDRESS(ES) AGENCY REPORT NUMBER Tamara Redmon FHWA-SA-18-077 Project Manager, Office of Safety Federal Highway Administration 1200 New Jersey Avenue SE Washington DC 20590 11. SUPPLEMENTARY NOTES 12a. DISTRIBUTION/AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE This document is available to the public on the FHWA website at: NA https://safety.fhwa.dot.gov/ped_bike 13. ABSTRACT This document is a resource to help transportation practitioners consider and make informed decisions about trade- offs relating to the selection of bikeway types. This report highlights linkages between the bikeway selection process and the transportation planning process. This guide presents these factors and considerations in a practical process- oriented way. It draws on research where available and emphasizes engineering judgment, design flexibility, documentation, and experimentation. 14. SUBJECT TERMS 15. NUMBER OF PAGES Bike, bicycle, bikeway, multimodal, networks, 52 active transportation, low stress networks 16. PRICE CODE NA 17. SECURITY 18. SECURITY 19. SECURITY 20. -
What Are the Advantages of Roundabouts?
What is a roundabout? A roundabout is an intersection where traffic travels around a Circulatory central island in a counter- Truck Apron Roadway clockwise direction. Vehicles entering or exiting the roundabout must yield to vehicles, bicyclists, and pedestrians. Figure 1 presents the elements of a roundabout. Yield Line Splitter Island Figure 1: Elements of a Roundabout What are the advantages of roundabouts? • Less Traffic Conflict: Figure 2 compares the conflict points between a conventional intersection and a modern roundabout. The lower number of conflict points translates to less potential for accidents. • Greater safety(1): Primarily achieved by slower speeds and elimination of left turns. Design elements of the roundabouts cause drivers to reduce their speeds. • Efficient traffic flow: Up to 50% increase in traffic capacity • Reduced Pollution and fuel usage: Less stops, shorter queues and no left turn storage. • Money saved: No signal equipment to install or maintain, plus savings in electricity use. • Community benefits: Traffic calming and enhanced aesthetics by landscaping. (1) Statistics published by the U.S. Dept. of transportation, Federal Highway Administration shows roundabouts to have the following advantages over conventional intersections: • 90% reduction in fatalities • 76% reduction in injuries • 35% reduction in pedestrian accidents. Signalized Intersection Roundabout Figure 2: Conflict Point Comparison How to Use a Roundabout Driving a car • Slow down as you approach the intersection. • Yield to pedestrians and bicyclists crossing the roadway. • Watch for signs and pavement markings. • Enter the roundabout if gap in traffic is sufficient. • Drive in a counter-clockwise direction around the roundabout until you reach your exit. Do not stop or pass other vehicles. -
Convention Harmonisé Pour L'indemnisation Des Victimes
CONSEIL DES BUREAUX COUNCIL OF BUREAUX DU SYSTEME D’ASSURANCE OF ECOWAS BROWN CARD CARTE BRUNE CEDEAO INSURANCE SCHEME Octobre 2008 1 AVANT-PROPOS FOREWORD Lors de sa sixième session statutaire les 23 et 24 Mai 1988 à COTONOU (BENIN), le Conseil des As part of its sixth annual statutory meeting Bureaux du Système d’Assurance Carte Brune ( Cotonou 23 - 27 May 1988), the Council CEDEAO a tenu son colloque sur l’harmonisation of Bureaux of the ECOWAS Brown Card des limites d’indemnisation des victimes Insurance Scheme held its colloquium on d’accidents de la route et les réformes en matière Harmonisation of Compensation Limits in d’assurance automobile responsabilité civile dans respect of victims of motor accidents and la sous-région de la CEDEAO. reforms of Third Party Motor Insurance in La Résolution votée par le colloque et par la suite the ECOWAS sub-region (23 – 24 May adoptée par le Conseil des Bureaux est ainsi 1988). Part of the resolution passed by libellée : the colloquium and subsequently adopted « Considérant les importantes divergences by the Council of Bureaux reads: existant entre les législations et les systèmes d’indemnisation dans la sous-région de la “CONSIDERING the vast divergence existing in CEDEAO, the systems of Motor insurance laws and Notant les efforts déployés par certains membres compensation within the ECOWAS sub-region; de la CEDEAO, dans le sens de la réforme de NOTING the effort being made by some leurs législations et systèmes d’indemnisation en ECOWAS member states in the reform of their matière d’assurance