Freeway Management and Operations Handbook September 2003 (See Revision History Page for Chapter Updates) 6
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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 -
Module 6. Hov Treatments
Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations .......................................... -
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". -
Potential Managed Lane Alternatives
Potential Managed Lane Alternatives 10/13/2017 Typical Section Between Junctions Existing Typical Section Looking North* *NLSD between Grand and Montrose Avenues is depicted. 1 Managed Lanes Managed Lanes (Options that convert one or more existing general purpose lanes to a managed lane to provide high mobility for buses and some autos) Potential managed lane roadway designs: • Option A – Three‐plus‐One Managed Lane (Bus‐only or Bus & Auto) • Option B –Two‐plus‐Two Managed Lanes • Option C – Three‐plus‐Two Reversible Managed Lanes • Option D – Four‐plus‐One Moveable Contraflow Lane (NB and SB, or SB Only) 2 1 10/13/2017 Option A – 3+1 Bus‐Only Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Bus‐Only Managed Lane. **NLSD between Grand and Montrose Avenues is depicted. 3 3+1 Bus‐Only Managed Lane • Benefits o Bus travel speeds would be unencumbered by vehicle speeds in adjacent travel lanes (same transit performance as Dedicated Transitway on Left Side) o Bus lanes would be available at all times and would not be affected by police or disabled vehicles o Bus lanes combined with exclusive bus‐only queue‐jump lanes at junctions would minimize bus travel times and maximize transit service reliability o Forward‐compatible with future light rail transit option • Challenges o Conversion of general purpose traffic lane to bus‐only operation will divert some traffic onto remaining NLSD lanes and/or adjacent street network 4 2 10/13/2017 Option A – 3+1 Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Shared Bus/Auto Managed Lane. -
Summary of 2015 Anticipated Special Event Street Closures
SUMMARY OF 2015 ANTICIPATED SPECIAL EVENT STREET CLOSURES City of Bristol, Tennessee Last updated Monday, July 13, 2015. Friday, July 17, 2015 – Fifth Border Bash. State Street between Martin Luther King, Jr. Boulevard and 6th Street/Moore Street will be closed from 4:00 p.m. to approximately 1 1 :00 p.m. for the Border Bash event. One-half block sections of Lee Street and Bank Street adjacent to State Street will also be closed. Parking will be restricted on State Street between 5th Street/Lee Street and 6th Street/Moore Street; on far southern Lee Street; on westbound State Street between Moore Street and the bank entrance; and the northernmost parking space on 6th Street, all after 1:45 p.m. 5th Street itself is not closed, but there will be no access to it from State Street or Lee Street during the closure period. Eastbound State Street left turns to northbound Moore Street, typically prohibited, will be permitted while State Street is closed for this event. Motorists should also be aware of a right lane closure on southbound Martin Luther King, Jr. Boulevard in Virginia approaching State Street during this time. Saturday, July 18, 2015 - SonShine KidsFest at Anderson Park. For this event, the two-lane roadways surrounding Anderson Park will be closed from 7:00 a.m. to 6:00 p.m. (Olive Street; the dead-end block of 5th Street north of Olive Street; and Alabama Street between Olive Street and Martin Luther King, Jr. Boulevard). Martin Luther King, Jr. Boulevard will remain open to traffic. -
Moveable Barrier November 30, 2015
Work Zone Barrier ‐ Moveable Barrier November 30, 2015 TEST LEVEL NAME/MANUFACTURER ILLUSTRATION SECTION DETAILS ANCHORAGE DETAILS DISTINGUISHING CHARACTERISTICS NCHRP 350 MASH Moveable Barrier Quickchange Moveable Barrier and Reactive Tension TL‐3 Section Dimensions Anchored Installation Quickchange Moveable Barrier Systems (QMB) (B63, CC66B) Physical crash testing was conducted on an anchored system. Height: 2.67' Contact manufacturer for description of system. Barriers have a "T" top which acts as a lifting surface for the Barrier Transfer Machine (BTM). Length: 3.28' Lindsay Transportation Solutions Width: 1' (top), 2'(base) Dynamic deflection (TL‐3): 4.42''; Test Length: 246'. BTM lifts the barrier through a conveyor system, transferring the barrier laterally while keeping the Weight: 1,433 lbs. system in tension. http://www.barriersystemsinc.com/applicatio Section Connections ns Variable Length Barrier (VLB) consist of two steel shells equipped with a hydraulic mechanism which allows it Pin connections. to change length when unlock by transfer machine, ensuring the barrier installation remains in tension. Steel Reactive Tension System (B40, TL‐3 Section Dimensions Anchored Installation B69, B69A, CC66B) Height: 2.67' Tethered to a ground anchor capable of supporting 100,000 VLB sections are always located in the transfer machine lbs. barrier load or an additional 80 SRTS elements. during repositing of the barrier. Length: 3.25' The end of the barrier should be protected. A system Width: 1' (top), 2'(base) Dynamic deflection (TL‐3): 2.3'; Test Length: 246'. designed for use with this barrier is the ABSORB 350 crash cushion that is pinned together and consists of a Weight: 1,499 lbs. -
RES 21-025-R 2021 Crackfilling Program.Pdf
TO: Committee of the Whole – City Services 3/2 FROM: Timothy Grimm, P.E., Civil Engineer DATE: February 24, 2021 RE: Resolution 21-025-R, Authorizing Execution of a Contract for the 2021 Crackfilling Program with Denler, Inc. for $193,316.75 Summary This project will include crackfilling City streets and will also include sealcoating, striping, and crackfilling. The fiberized crackfilling consists of cleaning and sealing of any cracks, voids or joints two inches in width or less with asphalt cement reinforced by polypropylene fibers. Map exhibits are provided in the contract showing the street and parking lot locations to be addressed this year. Crackfilling is a very cost-effective preventative maintenance technique and is performed routinely to keep water and debris from getting into the pavement. In addition, crackfill helps keep the roadway in safe condition by interrupting the propagation of cracking, potholes and other distresses in the roadway. The project is expected to start in early May and will be completed by June 25, 2021. Background The total budget for the annual crackfill program is $200,000. Estimated quantities are based on the number of streets areas that are currently in need of crackfilling maintenance and the severity of asphalt cracking. The sole funding source for the project is: • Street Maintenance MFT, 18-47-6471 ($200,000) Proposals Bids were opened on February 18, 2021 with the following results: 1. Denler, Inc. Bid: $175,742.50 2. SKC Construction, Inc Bid: $185,716.50 The lowest bidder for the 2021 Crackfilling Program was Denler, Inc. of Joliet, Illinois. -
Argovis: a Web Application for Fast Delivery, Visualization, and Analysis of Argo Data
MARCH 2020 T U C K E R E T A L . 401 Argovis: A Web Application for Fast Delivery, Visualization, and Analysis of Argo Data TYLER TUCKER Department of Atmospheric and Oceanic Sciences, University of Colorado Boulder, Boulder, Colorado, and Department of Mathematics and Statistics, San Diego State University, San Diego, and Scripps Institution of Oceanography, University of California, San Diego, La Jolla, California DONATA GIGLIO Department of Atmospheric and Oceanic Sciences, University of Colorado Boulder, Boulder, Colorado MEGAN SCANDERBEG Scripps Institution of Oceanography, University of California, San Diego, La Jolla, California SAMUEL S. P. SHEN Department of Mathematics and Statistics, San Diego State University, San Diego, California (Manuscript received 18 March 2019, in final form 3 January 2020) ABSTRACT Since the mid-2000s, the Argo oceanographic observational network has provided near-real-time four- dimensional data for the global ocean for the first time in history. Internet (i.e., the ‘‘web’’) applications that handle the more than two million Argo profiles of ocean temperature, salinity, and pressure are an active area of development. This paper introduces a new and efficient interactive Argo data visualization and delivery web application named Argovis that is built on a classic three-tier design consisting of a front end, back end, and database. Together these components allow users to navigate 4D data on a world map of Argo floats, with the option to select a custom region, depth range, and time period. Argovis’s back end sends data to users in a simple format, and the front end quickly renders web-quality figures. -
John Ward Duckett
The Elmer A. Sperry Award 2012 FOR ADVANCING THE ART OF TRANSPORTATION The Elmer A. Sperry Award The Elmer A. Sperry Award is given in recognition of the distinguished engineering contribution, which through application, has proved itself in actual service, and has advanced the art of transportation whether by land, sea, air, or space. In the words of Edmondo Quattrocchi, sculptor of the Elmer A. Sperry Medal: “This Sperry Medal symbolizes the struggle of man’s mind against the forces of nature. The horse represents the primitive state of uncontrolled power. This, as suggested by the clouds and celestial fragments, is essentially the same in all the elements. The Gyroscope, superimposed on these, represents the bringing of this power under control for man’s purposes.” Presentation of The Elmer A. Sperry Award for 2012 to JOHN WARD DUCKETT in recognition for the Development of the Quick-Change Movable Barrier by The Elmer A. Sperry Board of Award under the sponsorship of the: American Society of Mechanical Engineers Institute of Electrical and Electronics Engineers SAE International Society of Naval Architects and Marine Engineers American Institute of Aeronautics and Astronautics American Society of Civil Engineers at the SAE WORLD CONGRESS http://www.sae.org/congress/techprogram/cfp.htm Detroit, Michigan April 16-18, 2013 John Ward Duckett John Duckett was born in Hollywood, California on March 2, 1929, where he lived until he was 15. He attended a Catholic grammar school and Bancroft Junior High before his family moved to San Marino, California, where he attended Flintridge Prep High School. He then attended the University of California at Berkeley where he received his BS in Industrial Engineering in 1956. -
Using Pricing to Reduce Traffic Congestion © Jupiterimages Corp
CONGRESS OF THE UNITED STATES CONGRESSIONAL BUDGET OFFICE A CBO STUDY MARCH 2009 Using Pricing to Reduce Traffic Congestion © JupiterImages Corp. Pub. No. 3133 A CBO STUDY Using Pricing to Reduce Traffic Congestion March 2009 The Congress of the United States O Congressional Budget Office Preface Congestion costs highway users billions of dollars every year. Although policymakers have adopted a variety of strategies for reducing or mitigating congestion, relatively little attention has been paid to policies to promote more efficient use of the highway system. One such pol- icy is congestion pricing, under which drivers are charged a higher price for use of a highway at times or places with heavy traffic and a lower price in the opposite circumstances. This study—prepared at the request of the Chairman of the House Committee on the Bud- get—explains how congestion pricing works, reviews the best available evidence on projects that make use of such pricing in order to assess the benefits and challenges of the approach, and discusses federal policy options for encouraging congestion pricing. In keeping with the Congressional Budget Office’s (CBO’s) mandate to provide objective, impartial analysis, this study makes no recommendations. Scott Dennis of CBO’s Microeconomic Studies Division wrote the study, with research assistance from Jacob Kuipers and under the supervision of Joseph Kile and David Moore. Kenneth Buckeye of the Minnesota Department of Transportation; Ross Crichton of the Department of Transportation’s Federal Highway Administration; -
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. -
Valorizzazione E Promozione Del Volontariato”, Art
REGIONE PIEMONTE BU44 31/10/2012 Comunicato della Direzione Politiche sociali e politiche per la famiglia della Regione Piemonte L.R. n. 38/1994 “Valorizzazione e promozione del volontariato”, art. 4, c. 5, - Pubblicazione del registro del volontariato”. La presente pubblicazione si articola per Province. L’elenco, per comodità di consultazione, è ordinato per settore di intervento, la sezione regionale degli organismi di coordinamento e collegamento è collocata dopo le sezioni provinciali. La pubblicazione contiene i dati forniti dagli uffici provinciali, che ne assicurano la validità, ed è aggiornata e fa fede alla data del 31 luglio 2012. Allegato PROVINCIA DI ALESSANDRIA ATTIVITA' DATA SEZIONE DENOMINAZIONE/INDIRIZZO LEGALE RECAPITO SPEDIZIONE TELEFONO FAX E-MAIL/SITO INTERNET PREVALENTE ISCRIZIONE A.V. AIUTIAMOCI A VIVERE ONLUS C/O C.D.R. SRL ASSISTENZA 1 - SOCIO- VIA MONTEVERDE, 22 VIA A. GALEAZZO, 7 RICOVERATI IN ASSISTENZIALE ACQUI TERME 15011 15011 ACQUI TERME (AL) 0144-324996 0144-356596 www.aiutiamociavivere.it OSPEDALE 25/06/2003 ALESSANDRIA MISSIONARIA 1 - SOCIO- VIA VESCOVADO, 3 VIA VESCOVADO, 3 ASSISTENZIALE ALESSANDRIA 15121 15121 ALESSANDRIA (AL) 0131-512222 0131-444897 [email protected] SOSTEGNO FAMILIARE 27/09/2002 ALLEANZE PER L'AUTISMO VIA PAOLO SACCO, 16 1 - SOCIO- VIA PAOLO SACCO, 16 C/O GRIMALDI ASSISTENZIALE ALESSANDRIA 15121 15121 ALESSANDRIA (AL) 0131-347683 - SOSTEGNO FAMILIARE 13/09/2005 ALT 76 - ASSOCIAZIONE LOTTA ALLE TOSSICODIPENDENZE 1 - SOCIO- VIA DEL CARMINE, 8 VIA DEL CARMINE, 8 ASCOLTO ASSISTENZIALE CASALE MONFERRATO 15033 15033 CASALE MONFERRATO (AL) 0142-461519 0142-435751 [email protected] TELEFONICO 24/09/2002 C/O ISTITUTO SUORE AMICI MADRE BELTRAMI IMMACOLATINE 1 - SOCIO- VIA TORTONA, 27 VIA TORTONA, 27 ACCOGLIENZA ASSISTENZIALE ALESSANDRIA 15100 15100 ALESSANDRIA (AL) - - RESIDENZIALE 04/08/2000 AQUERO 1 - SOCIO- VIA PLANA, 49 VIA PLANA, 49 SOSTEGNO PERSONE ASSISTENZIALE ALESSANDRIA 15121 15121 ALESSANDRIA (AL) 0131-441080 - [email protected] IN DIFFICOLTA' 12/11/2004 ASSOC.