Sydney's M5 Tunnel Closed Again by Computer Glitch
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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. -
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. -
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. -
Draft Draft Draft Draft Draft Draft
M4 Motorway from Mays Hill to Prospect DRAFTBefore andDRAFT after opening ofDRAF the T M4 Motorway from Mays Hill to Prospect Sydney case studies in induced traffic growth Michelle E Zeibots Doctoral Candidate Institute for Sustainable Futures University of Technology, Sydney PO Box 123 Broadway NSW 2007 Australia [email protected] www.isf.uts.edu.au tel. +61-2-9209-4350 fax. +61-2-9209-4351 DRAFT WorkingDRAFT Paper DRAFT Sydney case studies in induced traffic growth 1 M4 Motorway from Mays Hill to Prospect The original version of this data set and commentary was completed in May 1997 and presented in two parts. These DRAFTwere: DRAFT DRAFT 1. Road traffic data for western Sydney sector arterials: Great Western Highway and M4 Motorway 1985 – 1995 2. Rail ticketing data and passenger journey estimates for the Western Sydney Rail Line 1985 – 1995 These have now been combined and are presented here as part of an ongoing series of case studies in induced traffic growth from the Sydney Metropolitan Region. In the first, report which focussed on road traffic volumes, an error was made. The location points of road traffic counting stations were incorrect. Although this error does not affect the general conclusions, details of some of the analysis presented in this version are different to that presented in the original papers listed above. Some data additions have also been made, and so the accompanying commentary has been expanded. Acknowledgements During the collation of this data Mr Barry Armstrong from the NSW Roads & Traffic Authority provided invaluable information on road data collection methods as well as problems with data integrity. -
Technical Paper 1 Traffic Report
Technical Paper 1 Traffic report 1 WestConnex Updated Strategic Business Case Contents List of Tables ..................................................................................................................................................... 3 List of Figures .................................................................................................................................................... 4 Preface .............................................................................................................................................................. 6 Terminology ....................................................................................................................................................... 7 1 Executive summary .................................................................................................................................... 8 1.1 Background to this report ................................................................................................................... 8 1.2 Traffic methodology ........................................................................................................................... 9 1.3 Road network performance without WestConnex ........................................................................... 10 1.4 Traffic effects of WestConnex.......................................................................................................... 12 1.5 Traffic operations and influence on WestConnex design ............................................................... -
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. -
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. -
Westconnex New M5 5-122 Roads and Maritime Services Environmental Impact Statement
(blank page) WestConnex New M5 5-122 Roads and Maritime Services Environmental impact statement (blank page) WestConnex New M5 5-124 Roads and Maritime Services Environmental impact statement 5.8.1 Operational management control systems and incident and emergency response The project has been designed to include control systems to ensure safe and efficient operation of the New M5 under normal operating conditions, and to respond to incidents and other emergency events that may occur. These control systems would include: • A central motorway control centre to manage the New M5 when it is operational • Traffic monitoring and management systems along the project • Air quality monitoring and management systems within the main alignment tunnels • Incident and emergency response infrastructure • Maintenance facilities • Motorway tolling infrastructure. Motorway control centre A WestConnex motorway control centre would be provided within the Burrows Road motorway operations complex (MOC5) (refer to Figure 5-42). The motorway control centre would be the central building for all communications and control of the project’s operational management control systems. The motorway control centre would be staffed 24 hours a day, seven days a week, and would require around 26 full time equivalent staff. The motorway control centre would include a video wall and operating interfaces for all monitoring and control systems, an incident control facility, training and incident response room, air conditioning, power supply systems and workforce facilities (ie amenities). An indicative layout of the motorway control centre is shown in Figure 5-42. Urban design principles would be applied to the motorway control centre to integrate the building with St Peters interchange and the surrounding landscape to minimise its visual impact. -
M5 Fact Sheet
NOVEMBER 2009 M5 corridor expansion – about the project The M5 transport corridor is the main road freight, commercial and commuter route between Port Botany and Sydney Airport, and south west Sydney. In recent years traffic levels and the number of heavy vehicles on this route means the corridor is operating at or near capacity during peak periods. This impacts on Sydney’s economic productivity and competitiveness. This fact sheet provides a summary of the project and provides details on how to find out more information. What is the M5 corridor? Key features of the proposed M5 corridor expansion The M5 Transport Corridor is the main road freight, are: commercial and commuter route between Port • Widening the existing M5 South West Motorway Botany and Sydney Airport, and south west Sydney. from two to three lanes in each direction. It is part of the National Highway Network • Widening the M5 East Freeway east of King connecting Sydney, Canberra and Melbourne. Georges Road to four lanes in each direction. • Four new lanes in tunnel next to the existing M5 The existing M5 Motorway can be divided into two East tunnel. sections: • A new arterial surface road from the M5 East • Section 1: The M5 South West Motorway – A 22 tunnel to the airport and the industrial areas of kilometre tolled road with two lanes in each inner southern Sydney. direction between Camden Valley Way, Prestons and King Georges Road, Beverly Hills, operated What are the benefits? by Interlink Roads. The proposed M5 corridor expansion would deliver • Section 2: The M5 East Freeway – A ten much needed additional road capacity, providing: kilometre road connecting the M5 South West • Improved access to Port Botany and Sydney Motorway with General Holmes Drive/ Eastern Airport. -
Appendix a Bankstown Council__Agency
Respondent: Bankstown Council (James Carey, Manager Sustainable Development) Aspect Issue Clarification / Response EA Section/ Specialist Study reference Cumulative The proposal does not consider the cumulative capacity of the future The Freight Demand Modelling report and the Transport and Sections 3.3.2, impacts Moorebank Intermodal Terminal currently being proposed by the Accessibility Impact Assessment report have been prepared based on 3.3.3 and 5.3.4 Commonwealth Government. The combined capacity of an estimated a total freight catchment for intrastate freight, which would be shared 2.2 million TEU per year should underpin the assessment of impacts. between the two intermodal facilities (SIMTA and MICL IMTs), should Appendix G both developments proceed. TfNSW’s submission to the Concept Freight Demand Plan EA (CD 13/21056) notes that TfNSW is satisfied that SIMTA has Modelling – adequately addressed the intermodal and capacity demands for the Transitional Part intermodal terminal, including the identification of the freight 3A Concept Plan catchment area and freight catchment split. Section 3.3.2 of the EA Application includes a discussion of the relationship between the MICL proposal (Hyder and the SIMTA proposal and notes that the intrastate freight Consulting, catchment identified in the Freight Demand Modelling report would be 2013a) shared between two proposals. Appendix F The Freight Demand Modelling Report report identifies the catchment Transport and demand for statistical local areas (SLA). The SIMTA proposal and the Accessibility MICL proposal are located within the same SLA, hence the freight Impact catchment would be shared between the two facilities (should both Assessment – proceed). This is clearly stated in Section 3.3.2 of the EA: Part 3A Concept Plan Application The SIMTA proposal has been designed to service the freight (Hyder catchment demand in its entirety, however, it is recognised that the Consulting, SIMTA proposal may not be the sole facility provided within August 2013a) Moorebank. -
Public Understanding of State Hwy Access Management Issues
PUBLIC UNDERSTANDING OF STATE HIGHWAY ACCESS MANAGEMENT ISSUES Prepared by: Market Research Unit - M.S. 150 Minnesota Department of Transportation 395 John Ireland Boulevard St. Paul, MN 55155 Prepared for: Office of Access Management - M.S. 125 Minnesota Department of Transportation 555 Park Street St. Paul, MN 55103 Prepared with Cook Research & Consulting, Inc. assistance from: Minneapolis, MN Project M-344 JUNE 1998 TABLE OF CONTENTS Page No. I. INTRODUCTION A. Background ............................................... 1 B. Study Objectives ........................................... 2 C. Methodology .............................................. 4 II. DETAILED FINDINGS ......................................... 7 A. Duluth -- U S Highway 53/State Highway 194 ..................... 7 1. Description of Study Area .................................. 7 2. General Attitudes/Behavior ................................ 7 a. Respondents' Use of Roadway ........................... 8 b. Roadway Purpose ..................................... 8 c. Traffic Flow vs. Access to Businesses ..................... 9 3. Perceived Changes in Study Area .......................... 10 a. Changes to Roadway ................................. 10 b. Changes in Land Use ................................. 11 c. Land Use/Roadway Relationship ........................ 11 4. Roadway Usefulness .................................... 11 a. How Well Does the Road Work? ........................ 11 b. Have You Changed How You Drive the Road? ............. 12 c. Safety/Risks of -
Business Mastery 2017
Sydney Showgrounds Tuesday 24th – Friday 27th July 2018 VENUE Sydney Showgrounds Corner of Showground Road and Grand Parade Sydney Olympic Park, Sydney, 2127 CLICK HERE for more information about the venue Event Room: Hall 2 CLICK HERE to view map REGISTRATION Location: Hall 2 Tuesday, 24th July 2018 7:30am – 8:45am EVENT TIMES Tuesday 24th July – Friday 27th July 2018 9:00am – 8:30pm *Please note times for the event are approximate only & are subject to change RECORDING/TAPING No taping or recording of any sessions is allowed. TRANSPORT BY CAR From Sydney Airport: Depart from the Sydney Domestic Airport Head west towards Shiers Ave Slight left onto Ninth St, Qantas Drive and continue onto Airport Drive. Take the ramp to Rockdale/Metroad 5 Sydney/Metroad 3 and merge onto Marsh St. Turn right to merge onto M5 East Freeway towards Liverpool/Canberra/M5 Motorway. Exit at King Georges Rd for Metroad 3 and slight right to stay on King Georges Rd. Continue onto Wiley Ave, slight right onto Roberts Rd and continue onto Centenary Drive and Homebush Bay Drive. Exit at Australia Ave and follow signs for Olympic Park. Once merge onto Australia Ave, turn left onto Dawn Fraser Ave and take the 2nd right onto Showground Rd and the next right onto Grand Parade. Exhibition Halls are on your left. Journey takes 32 minutes. BY BUS Sydney Buses operates bus services to and from Sydney Olympic Park to the following locations: Burwood Westfield Strathfield Station Newington Rydalmere University of Western Sydney (UWS), Nepean Campus Rydalmere Parramatta Station Lidcombe Station Sydney Olympic Park Ferry Wharf *For timetable information visit www.transportnsw.info BY TRAIN Olympic Park train station is on Sydney Showground's doorstep.