High Occupancy Vehicle (HOV) Detection System Testing
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Victoria's Level Crossing Removal Project Uses
VICTORIA’S LEVEL CROSSING REMOVAL PROJECT USES INEIGHT TECHNOLOGY TO BETTER MANAGE AND CONTROL PROJECT DOCUMENTS Red-faced and white-knuckled – common symptoms of rush-hour commuters in Melbourne as they waited at one of the many level crossings (or rail crossings as they’re called in the U.S.). Looking to unclog some of the city’s busiest roads, the Victorian state government has taken the bold move of eliminating 75 of these dangerous and congested level crossings, including nine between the suburbs of Caulfield and Dandenong. The Level Crossing Removal Project (LXRP) and Lendlease, a leading international property and infrastructure group that is part of an alliance responsible for level crossing removals, wanted to transform the way they approached the project. Because the project was highly complex with so many stakeholders involved, LXRP needed to develop a cutting-edge technological approach that would help increase efficiency and collaboration. It selected a collaborative document management software solution from InEight, a leading developer of capital project management software. LXRP mandated that Lendlease use the document management solution, InEight® Document, to manage, protect and control project documents throughout the Caulfield to Dandenong (CTD) project. With InEight Document, CTD project teams now have an online document repository for capturing, controlling, versioning and distributing project documents, while tracking the complete history of every project document. This includes project documents, workflows, photos, emails and their attachments. The ability to track the complete history of every project document led to improved communication and collaboration on this monumental project. This resulted in greater efficiency throughout the project. -
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. -
Understanding Intersections –– Stopping at Intersections Are Places Where a Number of Road Users Cross Intersections Paths
4 rules of the road Chapter 3, signs, signals and road markings, gave you some in this chapter information about the most common signs, signals and road markings you will see when driving. This chapter gives • Understanding you the information you’ll need to help you drive safely at intersections intersections, use lanes correctly and park legally. – signalling – types of intersections Understanding intersections – stopping at Intersections are places where a number of road users cross intersections paths. There is often a lot of activity in intersections, so it’s – right‑of‑way at important to be alert. Remember that other road users may be intersections in a hurry, and may want to move into the same space that you • Using lanes are planning on moving into. correctly – which lane Signalling should you use Signals are important — they let other traffic know what you are – lane tracking intending to do. You should signal when you’re preparing to: – turning lanes – reserved lanes • turn left or right – pulling into a • change lanes lane • park – passing – merging • move toward, or away from, the side of the road. – highway or freeway Types of intersections entrances and exits Controlled intersections – cul‑de‑sacs A controlled intersection is one that has signs or traffic lights – turning around telling you what to do. To drive safely in these intersections, you • Parking tips and need to know what the signals and signs mean, and also the rules right‑of‑way rules. But always be cautious. Other drivers may not be paying attention to the signs and signals. Uncontrolled intersections Uncontrolled intersections have no signs or traffic lights. -
Existing Mainline & Streetscape
EXISTING MAINLINE & STREETSCAPE Features Village of Hillside Village of Westchester Village of Bellwood Village of Broadview Village of Maywood Village of Forest Park Village of Oak Park City of Chicago www.eisenhowerexpressway.com HILLSIDE I-290 MAINLINE I-290 Looking West North Wolf Road I-290 East of Mannheim Road - Retaining Walls Underpass at I-290 - Noise Wall I-290 I-290 Looking West IHB R.R, Crossing I-290 Westbound approaching I-88 Interchange EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES I-290 Looking West I-290 East side of Mannheim Road Interchange 2 www.eisenhowerexpressway.com CROSS ROADS OTHER FEATURES HILLSIDE Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Welcome Signage Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Marker at I-290 Mannheim Road Northbound - Hillside Markers at I-290 EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 3 www.eisenhowerexpressway.com WESTCHESTER I-290 MAINLINE I-290 EB CD Road I-290 EB CD Road Entrance I-290 Looking East - Westchester Boulevard Overpass Noise walls along Wedgewood Drive EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 4 www.eisenhowerexpressway.com CROSSROADS/FRONTAGE ROADS WESTCHESTER Bellwood Avenue Westchester Boulevard Bridge, sidewalk, wall and fencing over I-290 Looking North towards I-290 overpass Westchester Boulevard Mannheim Road Looking South Looking Southeast EXISTING MAINLINE AND STREETSCAPE FEATURES -
Recommended Ramp Design Procedures for Facilities Without Frontage Roads
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-05/0-4538-3 4. Title and Subtitle 5. Report Date RECOMMENDED RAMP DESIGN PROCEDURES FOR September 2004 FACILITIES WITHOUT FRONTAGE ROADS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. J. Bonneson, K. Zimmerman, C. Messer, and M. Wooldridge Report 0-4538-3 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. 0-4538 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2002 - August 2004 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Ramp Design Considerations for Facilities without Frontage Roads 16. Abstract Based on a recent change in Texas Department of Transportation (TxDOT) policy, frontage roads are not to be included along controlled-access highways unless a study indicates that the frontage road improves safety, improves operations, lowers overall facility costs, or provides essential access. Interchange design options that do not include frontage roads are to be considered for all new freeway construction. Ramps in non- frontage-road settings can be more challenging to design than those in frontage-road settings for several reasons. Adequate ramp length, appropriate horizontal and vertical curvature, and flaring to increase storage area at the crossroad intersection should all be used to design safe and efficient ramps for non-frontage-road settings. -
Explaining MBTA Commuter Rail Ridership METHODS RIDERSHIP
TAKING THE TRAIN? Explaining MBTA Commuter Rail Ridership INTRODUCTION RIDERSHIP BY STATION RESULTS The MBTA Commuter Rail provides service from suburbs in the Boston Metro Area to Boston area stations, with terminal Commuter Rail Variables stations at North Station and South Station. While using commuter rail may be faster, particularly at rush hour, than using a Distance to Boston, distance to rapid transit, price of commuter rail, commuter rail time, transit time, and drive time are all personal vehicle or other transit alternatives, people still choose not to use the Commuter Rail, as can be demonstrated by the highly correlated. This makes sense as they all essentially measure distance to Boston in dollars, minutes and miles. high volume of people driving at rush hour. For the commuter rail variables analysis, trains per weekday (standardized beta=.536, p=.000), drive time at 8AM This study seeks to understand the personal vehicle and public transit alternatives to the MBTA Commuter Rail at each stop (standardized beta=.385, p=.000), peak on time performance (standardized beta=-.206, p=.009) and the terminal station to understand what options people have when deciding to use the Commuter Rail over another mode and what characteristics (p=.001) were found to be significant. Interestingly, all variables calculated for the area a half mile from commuter rail sta- tions (population, jobs and median income) were not significant. of the alternatives may inspire people to choose them over Commuter Rail. Understanding what transit and driving alterna- tives are like at each Commuter Rail stop may offer insight into why people are choosing or not choosing Commuter Rail for Transit Variables their trips to Boston, and how to encourage ridership. -
Indiana Drivers Manual: Ch. 7
CHAPTER 7 | Safe Vehicle Operation CHAPTER SEVEN | SAFE VEHICLE OPERATION Even the most experienced drivers can be distracted while driving. A defensive driver looks out for the actions of other drivers and anticipates potential problems. LANE MARKINGS Lane markings separate traffic and alert drivers when it is permissible to pass other vehicles. Yellow Lane Markings Yellow lane markings separate multiple lanes of traffic going in opposite directions. You may cross a broken yellow line to pass another vehicle when it is safe, but you should not cross a solid yellow line except to turn. Two-lane road with a solid yellow line Two-lane road with a broken Four-lane road with a solid yellow line yellow line White Lane Markings White lane markings separate multiple lanes of traffic going in the same direction. Most roads with more than two lanes have broken white lines to separate the lanes. You may cross a broken white line when it is safe to change lanes, but you should not cross a solid white line. Three lanes of traffic with broken white lines CHANGING LANES AND PASSING OTHER VEHICLES Change only one lane at a time. When changing lanes to prepare for a turn, you must signal your intention to do so at least 200 feet prior to changing lanes or turning. Your signal distance must be at least 300 feet before the turn if you are operating a vehicle in a speed zone of at least 50 miles per hour. Do not weave in and out of lanes, which will greatly increase your risk of an accident. -
Federal Highway Administration Wasikg!N3gtq[S!;, D.C
FEDERAL HIGHWAY ADMINISTRATION WASIKG!N3GTQ[S!;, D.C. 20590 REMARKS OF FEDERAL HIGHWAY ADMINISTRATOR F. C. TURNER FOR DELIVERY AT THE MID-YEAR CONFERENCE OF THE AMERICAN TRANSIT ASSOCIATION AT MILWAUKEE, WISCONSIN, MARCH 30, 1971 "LET US FORM AN ALLIANCE" The winds of change are sweeping the Nation more powerfully today than they have in many a decade. Change is everywhere. Values have changed. Priorities have changed. Our concerns have changed. I think it is safe to say that, consciously or subconsciously, most of us have changed to some degree in the past few years. This is natural, for change is inevitable. While the effects of change often are temporarily painful and sometimes difficult to adjust to -- change in itself is desirable. It prevents stagnation and atrophy it generates new ideas, new philosophies. As with other aspects of our national life, the highway program, -more - too, has changed. We are doing things differently -- and better -- than we used to do. We have new goals, and new philosophies as to the best way of attaining them. One of these new philosophies is the emphasis we are placing now on moving people over urban freeways, rather than merely vehicle We feel it is essential that the greatest productivity be realized from our investment in urban freeways. It is from this standpoint that I come here today to urge, as it were, a "grand alliance" between those of you who provide and operate the Nation's transit facilities and those of us who are concerned with development of the Nation's highway plant. -
High Occupancy Vehicle Lanes Evaluation Ii
HIGH OCCUPANCY VEHICLE LANES EVALUATION II Traffic Impact, Safety Assessment, and Public Acceptance Dr. Peter T. Martin, Associate Professor University of Utah Dhruvajyoti Lahon, Aleksandar Stevanovic, Research Assistants University of Ut ah Department of Civil and Environmental Engineering University of Utah Traffic Lab 122 South Central Campus Drive Salt Lake City, Utah 84112 November 2004 Acknowledgements The authors thank the Utah Department of Transportation employees for the data they furnished and their assistance with this study. The authors particularly thank the Technical Advisory Committee members for their invaluable input throughout the study. The authors are also thankful to the respondents who took the time to participate in the public opinion survey. The valuable contribution of those who helped collect data and conduct public opinion surveys is greatly appreciated. Disclaimer The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented. This document is disseminated under the sponsorship of the Department of Transportation, University Transportation Centers Program, in the interest of information exchange. The U.S. Government assumes no liability for the contents or use thereof. ii TABLE OF CONTENTS 1. INTRODUCTION .............................................................................................................1 1.1 Background................................................................................................................1 -
Preferential Lane Use for Heavy Trucks Final Report
Preferential Lane Use for Heavy Trucks Final report PRC 15-39 F Preferential Lane Use for Heavy Trucks Texas A&M Transportation Institute PRC 15-39 F July 2016 Author Susan T. Chrysler, Ph.D. 2 Table of Contents List of Figures ................................................................................................................................ 4 List of Tables ................................................................................................................................. 4 Executive Summary ...................................................................................................................... 5 Benefits of Managed Lanes ......................................................................................................... 5 Introduction and Background ..................................................................................................... 8 Current Practice in Truck Access to Managed Lanes ............................................................. 11 Facilities Where Trucks Are Allowed ....................................................................................... 13 Minneapolis–St. Paul ................................................................................................................ 13 Fort Lauderdale ......................................................................................................................... 14 Houston .................................................................................................................................... -
Green Infrastructure Design for Transport Projects: a Road Map To
GREEN INFRASTRUCTURE DESIGN FOR TRANSPORT PROJECTS A ROAD MAP TO PROTECTING ASIA’S WILDLIFE BIODIVERSITY DECEMBER 2019 ASIAN DEVELOPMENT BANK GREEN INFRASTRUCTURE DESIGN FOR TRANSPORT PROJECTS A ROAD MAP TO PROTECTING ASIA’S WILDLIFE BIODIVERSITY DECEMBER 2019 ASIAN DEVELOPMENT BANK Creative Commons Attribution 3.0 IGO license (CC BY 3.0 IGO) © 2019 Asian Development Bank 6 ADB Avenue, Mandaluyong City, 1550 Metro Manila, Philippines Tel +63 2 8632 4444; Fax +63 2 8636 2444 www.adb.org Some rights reserved. Published in 2019. ISBN 978-92-9261-991-6 (print), 978-92-9261-992-3 (electronic) Publication Stock No. TCS189222 DOI: http://dx.doi.org/10.22617/TCS189222 The views expressed in this publication are those of the authors and do not necessarily reflect the views and policies of the Asian Development Bank (ADB) or its Board of Governors or the governments they represent. ADB does not guarantee the accuracy of the data included in this publication and accepts no responsibility for any consequence of their use. The mention of specific companies or products of manufacturers does not imply that they are endorsed or recommended by ADB in preference to others of a similar nature that are not mentioned. By making any designation of or reference to a particular territory or geographic area, or by using the term “country” in this document, ADB does not intend to make any judgments as to the legal or other status of any territory or area. This work is available under the Creative Commons Attribution 3.0 IGO license (CC BY 3.0 IGO) https://creativecommons.org/licenses/by/3.0/igo/. -
Rush Hour, New York
National Gallery of Art NATIONAL GALLERY OF ART ONLINE EDITIONS American Paintings, 1900–1945 Max Weber American, born Poland, 1881 - 1961 Rush Hour, New York 1915 oil on canvas overall: 92 x 76.9 cm (36 1/4 x 30 1/4 in.) framed: 111.7 x 95.9 cm (44 x 37 3/4 in.) Inscription: lower right: MAX WEBER 1915 Gift of the Avalon Foundation 1970.6.1 ENTRY Aptly described by Alfred Barr, the scholar and first director of the Museum of Modern Art, as a "kinetograph of the flickering shutters of speed through subways and under skyscrapers," [1] Rush Hour, New York is arguably the most important of Max Weber’s early modernist works. The painting combines the shallow, fragmented spaces of cubism with the rhythmic, rapid-fire forms of futurism to capture New York City's frenetic pace and dynamism. [2] New York’s new mass transit systems, the elevated railways (or “els”) and subways, were among the most visible products of the new urban age. Such a subject was ideally suited to the new visual languages of modernism that Weber learned about during his earlier encounters with Pablo Picasso (Spanish, 1881 - 1973) and the circle of artists who gathered around Gertrude Stein in Paris in the first decade of the 20th century. Weber had previously dealt with the theme of urban transportation in New York [fig. 1], in which he employed undulating serpentine forms to indicate the paths of elevated trains through lower Manhattan's skyscrapers and over the Brooklyn Bridge. In 1915, in addition to Rush Hour, he also painted Grand Central Terminal [fig.