Reconstruction and Electrification of Trolley Track
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Ron Degraw Transit Collection 2397
Ron Degraw Transit Collection 2397 This finding aid was produced using ArchivesSpace on September 14, 2021. Description is written in: English. Describing Archives: A Content Standard Manuscripts and Archives PO Box 3630 Wilmington, Delaware 19807 [email protected] URL: http://www.hagley.org/library Ron Degraw Transit Collection 2397 Table of Contents Summary Information .................................................................................................................................... 3 Biographical Note .......................................................................................................................................... 3 Scope and Content ......................................................................................................................................... 4 Administrative Information ............................................................................................................................ 5 Related Materials ........................................................................................................................................... 5 Controlled Access Headings .......................................................................................................................... 6 Collection Inventory ....................................................................................................................................... 6 SEPTA ........................................................................................................................................................ -
Derailment and Collision Between Coal Trains Ravenan (25Km from Muswellbrook), New South Wales, on 26 September 2018
Derailment and collision between coal trains Ravenan (25km from Muswellbrook), New South Wales, on 26 September 2018 ATSB Transport Safety Report Rail Occurrence Investigation (Defined) RO-2018-017 Final – 18 December 2020 Cover photo: Source ARTC This investigation was conducted under the Transport Safety Investigation Act 2003 (Commonwealth) by the Office of Transport Safety Investigations (NSW) on behalf of the Australian Transport Safety Bureau in accordance with the Collaboration Agreement Released in accordance with section 26 of the Transport Safety Investigation Act 2003 Publishing information Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office: 62 Northbourne Avenue Canberra, ACT 2601 Telephone: 1800 020 616, from overseas +61 2 6257 2463 Accident and incident notification: 1800 011 034 (24 hours) Email: [email protected] Website: www.atsb.gov.au © Commonwealth of Australia 2020 Ownership of intellectual property rights in this publication Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this publication is owned by the Commonwealth of Australia. Creative Commons licence With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence. Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work. The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. -
Muswellbrook to Ulan Balloon Loop
Division / Business Unit: Enterprise Services Function: Operations Interface Document Type: Route Access Standard Route Access Standard HHN Section Pages H4 - Muswellbrook to Ulan Balloon Loop Applicability ARTC Network Wide SMS Publication Requirement External Only Primary Source Document Status Version # Date Reviewed Prepared by Reviewed by Endorsed Approved 1.7 Nov 2017 Manager Stakeholders Manager GM Technical Standards Procedures Standards Development Amendment Record Amendments to the RAS are published at the following link https://www.artc.com.au/uploads/RAS_Amendments_Register.xlsx © Australian Rail Track Corporation Limited (ARTC) Disclaimer This document has been prepared by ARTC for internal use and may not be relied on by any other party without ARTC’s prior written consent. Use of this document shall be subject to the terms of the relevant contract with ARTC. ARTC and its employees shall have no liability to unauthorised users of the information for any loss, damage, cost or expense incurred or arising by reason of an unauthorised user using or relying upon the information in this document, whether caused by error, negligence, omission or misrepresentation in this document. This document is uncontrolled when printed. Authorised users of this document should visit ARTC’s intranet or extranet (www.artc.com.au) to access the latest version of this document. CONFIDENTIAL Page 1 of 10 Route Access Standard HHN Section Pages H4 - Muswellbrook to Ulan Balloon Loop Muswellbrook to Ulan Balloon Loop 1 Muswellbrook to Ulan Balloon Loop NB: These line maps are indicative only and should be reviewed in conjunction with the legend on page 3. For more detailed map information refer to the ARTC website. -
Status of TTC 2015 06 Final.Pdf
Status of the Transportation U.S. Department of Transportation Technology Center - 2015 Federal Railroad Administration Office of Research, Development, and Technology Washington, DC 20590 DOT/FRA/ORD-16/05 Final Report March 2016 NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. Any opinions, findings and conclusions, or recommendations expressed in this material do not necessarily reflect the views or policies of the United States Government, nor does mention of trade names, commercial products, or organizations imply endorsement by the United States Government. The United States Government assumes no liability for the content or use of the material contained in this document. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503. -
Proactive Maintenance of Railway Switches
Proactive Maintenance of Railway Switches Csaba Hegedűs, Paolo Ciancarini, Attila Frankó, Aleš Kancilija, István Moldován, Gregor Papa, Špela Poklukar, Mario Riccardi, Alberto Sillitti and Pal Varga Abstract—Railway switches operate in harsh environmental conditions; still, their reliability requirements are high due to safety A. State of the Art for Railway Infrastructure Maintenance and economic factors. Once deployed, their maintenance depends Current state-of-the-art maintenance operations within the on the data collected on their status, and the decisions on due railway infrastructure are based on the concept of “preventive” or corrective actions. The more regular this data collection and “on-condition” maintenance. However, they only consist of decision cycle is, the better confidence their operator has on periodical check-ups and substitutions of parts when a failure is effective and proper service. Proactive maintenance, in general, detected. These tasks are carried out at given periodical intervals targets exactly this: rather than scheduling maintenance actions designed to mitigate risk with a considerable safety margin based on operating hours or servicing volume, actions should be involving having to send maintenance staff to the asset site on a taken when it is really needed. This requires the effective regular basis, exposing them to the usual safety risks of a running combination of data collection, analysis, presentation and decision railway [11]. making processes. Moreover, most modern railways have very low level of The MANTIS project proposes a reference architecture for capability installed as part of the signalling system. For switches, proactive maintenance, supported by the concept of cyber-physical this usually only comprises of the detection lines which verify systems. -
The Transfer Newsletter Spring 2013.Cdr
Oregon Electric Railway Historical Society Volume 18 503 Issue 2 Spring 2013 Reminder to members: Please be sure your dues In this issue: are up to date. 2013 dues were due Jan 1, 2013. Willamette Shore Trolley - Back on Track.................................1 If it has been longer than one year since you renewed, Interpretive Center Update - Greg Bonn...............................2 go to our website: oerhs.org and download an Vintage Trolley History - Richard Thompson.............................3 application by clicking: Become a Member Pacific NW Transit Update - Roy Bonn...............................8 Spotlight on Members: Charlie Philpot ................................11 Setting New Poles - Greg Bonn..............................................12 Willamette Shore Trolley ....back on track! See this issue in color on line at oerhs.org/transfer miles from Lake Oswego to Riverwood Crossing with an ultimate plan to extend to Portland. Also see the article on page 3 on the history of the cars of Vintage Trolley. Dave Rowe installing wires from Generator to Trolley. Hal Rosene at the controls of 514 on a training run emerging Gage Giest painting from the Elk Rock Tunnel on the Willamette Shore line. the front of Trolley. Wayne Jones photo The Flume car in background will be After a several-year hiatus, the Willamette Shore our emergency tow Trolley is just about ready to roll. Last minute electrical and vehicle if the Trolley mechanical details and regulatory compliance testing are breaks down on the nearing completion. With many stakeholders involved and mainline. many technical issues that had to be overcome, it has been a challenge to get the system to the 100% state. Dave Rowe and his team have been working long hours to overcome the obstacles of getting Gomaco built Vintage Trolley #514, its Doug Allen removing old stickers from side tag-along generator, track work, electrical systems, crew of Trolley training, safety compliance issues, propulsion, braking, and so many other details to a satisfactory state to begin revenue service. -
(202) 514-2007 Tdd (202) 514-1888
FOR IMMEDIATE RELEASE AT THURSDAY, OCTOBER 14, 1999 (202) 514-2007 WWW.USDOJ.GOV TDD (202) 514-1888 JUSTICE DEPARTMENT REQUIRES DIVESTITURE IN HARSCO CORPORATION’S ACQUISITION OF RAILROAD MAINTENANCE ASSETS Harsco to Divest Pandrol’s Switch and Crossing, and Transit Grinder Assets WASHINGTON, D.C. -- The Department of Justice today announced that it would require Harsco Corporation to sell machinery and services used in railroad maintenance to resolve competitive concerns over Harsco’s $89 million acquisition certain of assets of Pandrol Jackson Inc. and Pandrol Jackson Limited. The Department said the deal, as originally proposed, would have been anticompetitive, resulting in higher prices and lower quality for these products and services. The Department's antitrust lawsuit and proposed consent decree were filed today in federal court in Washington, D.C. The consent decree, if approved by the Court, would resolve the suit. According to the complaint, the proposed merger would have substantially lessened competition, since Harsco and Pandrol are the only two manufacturers of switch and crossing and transit grinding equipment and the only two providers of railroad switch and crossing grinding services in North America. Switch and crossing grinders and transit grinders are machines designed to restore the tracks of railroads and transit systems to their original shapes and are used to repair deformations caused by the rubbing of train wheels on rails used in railroad track switches, railroad track crossings, and transit systems. “Without this divestiture, railroads and transit systems would have had only one choice for this type of railroad maintenance equipment and services,” said Joel I. -
Station Sign 64” 2 14 Bennet
Boston & Maine Railroad Historical Society Inc. Hardware Collection Tag No. File No: Inventory: Size: Donor: 1 14 West Hollis – Station sign 64” 2 14 Bennett Hall – Station sign 69” Arnold Wilder 3 14 Fitchburg “Wood” Station sign 56” Arnold Wilder 4 14 Woburn “Wood” Station sign 30” Charles Smith 5 14 Danville Junction – Station Sign 96” Anonymous 6 14 West Fitchburg – Station sign 92” Arnold Wilder 7 14 West Hollis – Station sign 72” Arnold Wilder 8 14 Scheghticoke – Station sign 76” Arnold Wilder 9 14 Hubbardston – Station sign 76” Arnold Wilder 10 14 Winchester “Wood” Station sign 68” 11 14 Wedgmere “Wood” Station Sign 56” 12 14 Salem – Station sign 48” 13 14 Whately – Station sign 52”x 11” 14 14 Mt Tom – Station sign 42”x 10 ½” 15 14 Middlesex “Wood” Station sign 54” Carl Byron 16 15 Railway Express Agency - sign 72” 17 15 B&MRR Passenger Waiting Room - sign 32”x 11” 18 15 B&M Outing - sign 23”x 14” 19 15 Yard Limit – sign 16”x 14” 20 15 Notice no Deliveries “Wood” – sign 18”x 24” 21 15 Private Crossing “Plastic” – sign 18”x 6” 22 15 Free Parking “Wood” – sign 24 ½”x 8” 23 15 Railroad Crossing – Sign 36”x 36” 24 15 2 Tracks sign “White /w Black lettering (2 each) 27”x 18” 25 15 Railroad Crossbuck /w reflectors (2 each) 26 14 Lowell Station – sign reproduction Property of the Boston & Maine Railroad Historical Society Boston & Maine Railroad Historical Society Inc. Hardware Collection Tag No. File No: Inventory: Size: Donor: 27 15 Hand Held Stop – sign Donald S. -
Ct Transit Bus Schedule East Haven
Ct Transit Bus Schedule East Haven Is Joab incentive or tragic after anaerobiotic Marlow caroused so exuberantly? Shawn criminalize his maxima predominating soakingly or yeomanly after Tudor pitapat and retreads natively, tearing and moonish. Greggory is songless and cop scant as nonparous Robb skite indistinctly and waived ineffaceably. Registration is fast and free. Service hours are usually the same as the local bus route. Thank you for helping! Stamford, Bridgeport, and New Haven, located along the coastal highways from the New York border to New London, then northward up the Connecticut River to Hartford. Moving to smaller buses would not reduce these costs and would involve substantial capital costs for the new buses. When I was applying, I applied to six schools: two a uncertain, two solid, and two safeties. Easy to follow charts and graphs make viewing all your stats a breeze. Union Station Shuttle is. Search Bar for CT. Choose to make form fields required or optional, use field validation, and customize all system messages. Sherman Ave, location in Hamden. Get access to detailed information for all your visitors. On the other hand, just keeping or turning traffic signals green for buses may be doable. The western boundaries of Connecticut have been subject to change over time. Points of interest include: Chester center, Goodspeed Opera House, Saybrook Road medical complexes, Middlesex Hospital, Middlesex Courthouse and downtown Middletown. Here are some simple options that can help you reach your destination on time. Note: Holidays are not necessarily observed and service may not be different from the usual for the day. -
Reliability Analysis of Switches and Crossings – a Case Study in Swedish Railway
International Journal of Railway Research, Vol. 4, No. 1, (2017), 1-12 2361 ISSN: International Journal of - Railway Research 5376 ` Reliability Analysis of Switches and Crossings – A Case Study in Swedish Railway Behzad Ghodrati1*, Alireza Ahmadi2, Diego Galar3 1,2,3Luleå University of Technology, Division of Operation and Maintenance Engineering ARTICL EINFO A B S T R A C T Article history: It is reported that switches and crossings (S&C) are one of the Received : subsystems that cause the most delays on Swedish Railways while accounting for at least 13% of maintenance costs. It is the main reason Accepted: for choosing to base this study on this subsystem. Published: Intelligent data processing allows understanding the real reliability characteristics of the assets to be maintained. The first objective of this Keywords: research is to determine the S&C reliability characteristics based on Reliability field data collection. Because field failure data are typically strongly Availability censored, an especial statistics software package is developed to Weibull model process field failure data, as commercial packages have not been found satisfactory in that respect. The resulting software, named RDAT® Switches (Reliability Data Analysis Tool) has been relied upon for this study. It RDAT is especially adapted for statistical failure data analysis. In the next step the availability of studied switches and crossings is estimated based on the reliability characteristics founded in the first step. 1. Instruction be performed near capacity limits, time between asset renewals should be long enough to balance the Railway is a complex system because it comprises maintenance and acquisition cost, and components a mix of components with different age and status should be replaced by deferred or planned that have to work together in a system. -
Overview of Wheel/Rail Load Environment Caused by Freight Car Suspension Dynamics
34 TRANSPORTATION RESEARCH RECORD 1241 Overview of Wheel/Rail Load Environment Caused by Freight Car Suspension Dynamics SEMIH KALAY AND ALBERT REINSCHMIDT It has been a well-established fact that excessive wheel/rail loads dynamic load factors that represent only the effects of max cause accelerated wheel/rail wear, truck component deterioration, imum dynamic load conditions (7). The most serious problem track damage, and increased potential for derailment. The eco with these types of assumptions is that they neither make any nomic and safety impact of the increased wheel rail loads can only distinction for the effects of suspension design used in differ be ascertained by a total characterization of the wheel/rail loads. In this paper, a comprehensive set of experimental results obtained ent types of freight cars nor describe the variety of track from on-track testing of conventional North American freight cars conditions found in revenue service. Ideally, for design of using both wayside and on-board measurement systems are pre track and fretgh:t car structures, a total description of the load sented. The particular emphasis is given to the wheel/rail loads spectra including low-frequency high-dynamic loads should resulting from suspension dynamics. The dynamic wheel/rail envi be used (8). ronment addressed in this paper is limited to dynamic performance Our purpose in this paper is to provide an overall under regimes such as rock-and-roll and pitch-and-bounce, hunting, and standing of the dynamic load environment encountered under curving. The strong dependence of the dynamic response of a railway vehicle on a truck suspension system has been illustrated typical North American freight cars. -
Streetcarsstreetcars Development-Orienteddevelopment-Oriented Transittransit
STREETCARSSTREETCARS DEVELOPMENT-ORIENTEDDEVELOPMENT-ORIENTED TRANSITTRANSIT It’s all about easy transit connections: The Portland streetcar connects the South Waterfront redevelopment district (foreground) with downtown Portland (center) and the Pearl (top right). Bruce Forster Photography/Viewfi nders. (Opposite) San Francisco’s F-Line is this country’s most successful new streetcar line, with 20,000 riders a day. A PCC car, dressed in the yellow-and-orange “livery” of the old Los Angeles Yellow Cars, stops at the Embarcadero. Photo by Zach Maggio. WHY STREETCARS STREETCARS AND WHY NOW? By Shelley Poticha and Gloria Ohland, Reconnecting America Streetcar systems were ubiquitous at the turn of the last cen- Central West End in St. Louis, and Midtown Sacramento. Enter, or rather reenter, the streetcar. Almost every U.S. city tury and are uniquely suited now to serve all the high-density once had an extensive streetcar system, which extended the development underway in downtowns across the United States. pedestrian environment out into neighborhoods, served as a collector for intercity rail systems, and stopped at every street They’re much cheaper than light rail, are hugely successful in corner to stimulate a density and an intensity of uses that made for promoting development and street life, and fi t easily into built exemplary and engaging downtowns. If the high cost of providing parking drives development today, streetcars make it possible for environments with little disruption to existing businesses, resi- developers to provide less parking and put their money into high- dents, and traffi c. They can provide high-quality transit service quality design, building materials, and community benefi ts like affordable housing and parks.