Customer-Safety-Handbook-En.Pdf
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Relative Train Length and the Infrastructure Required to Mitigate Delays from Operating Combinations of Normal and Over-Length F
Original Article Proc IMechE Part F: J Rail and Rapid Transit 0(0) 1–12 Relative train length and the ! IMechE 2018 Article reuse guidelines: infrastructure required to mitigate sagepub.com/journals-permissions DOI: 10.1177/0954409718809204 delays from operating combinations journals.sagepub.com/home/pif of normal and over-length freight trains on single-track railway lines in North America C Tyler Dick , Ivan Atanassov, F Bradford Kippen III and Darkhan Mussanov Abstract Distributed power locomotives have facilitated longer heavy-haul freight trains that improve the efficiency of railway operations. In North America, where the majority of mainlines are single track, the potential operational and economic advantages of long trains are limited by the inadequate length of many existing passing sidings (passing loops). To alleviate the challenge of operating trains that exceed the length of passing sidings, railways preserve the mainline capacity by extending passing sidings. However, industry practitioners rarely optimize the extent of infrastructure investment for the volume of over-length train traffic on a particular route. This paper investigates how different combinations of normal and over-length trains, and their relative lengths, relate to the number of siding extensions necessary to mitigate the delay performance of over-length train operation on a single-track rail corridor. The experiments used Rail Traffic Controller simulation software to determine train delay for various combinations of short and long train lengths under different directional distributions of a given daily railcar throughput volume. Simulation results suggest a relationship between the ratio of train lengths and the infrastructure expansion required to eliminate the delay introduced by operating over- length trains on the initial route. -
216 Part 218—Railroad Operating Practices
Pt. 217, App. A 49 CFR Ch. II (10–1–12 Edition) APPENDIX A TO PART 217—SCHEDULE OF CIVIL PENALTIES 1 Willful viola- Section Violation tion 217.7 Operating rules: (a) ............................................................................................................................................ $2,500 $5,000 (b) ............................................................................................................................................ $2,000 $5,000 (c) ............................................................................................................................................ $2,500 $5,000 217.9 Operational tests and inspections: (a) Failure to implement a program ........................................................................................ $9,500– $13,000– 12,500 16,000 (b) Railroad and railroad testing officer responsibilities:. (1) Failure to provide instruction, examination, or field training, or failure to con- duct tests in accordance with program ................................................................. 9,500 13,000 (2) Records ............................................................................................................... 7,500 11,000 (c) Record of program; program incomplete .......................................................................... 7,500– 11,000– 12,500 16,000 (d) Records of individual tests and inspections ...................................................................... 7,500 (e) Failure to retain copy of or conduct:. (1)(i) Quarterly -
Operation of Points
9100-000-007 Safeworking Rules and Procedures PUBLIC TRANSPORT AUTHORITY SAFEWORKING RULES AND PROCEDURES 9012 OPERATION OF POINTS 9012 Operation of Points Rev1.00 Date: 01 November 15 Page 1 of 18 9100-000-007 Safeworking Rules and Procedures CONTENTS 1. Purpose ................................................................................................................. 3 2. General .................................................................................................................. 3 3. Setting Points ........................................................................................................ 4 3.1. Indications of Points Setting ......................................................................... 4 3.2. Restoration of Points .................................................................................... 4 4. Movement over Points ........................................................................................... 5 4.1. Rail Traffic .................................................................................................... 5 4.2. Competent Workers ..................................................................................... 5 4.3. Trailing Points .............................................................................................. 5 5. Damaged Points .................................................................................................... 6 6. Failed Electrically Operated Points ....................................................................... 6 -
MODULMAX Power Your Projects Version 06.2016 Version
EN MODULMAX Power your projects Version 06.2016 Version www.faymonville.com 2 MODULMAX - POWER YOUR PROJECTS BÜLLINGEN (BE) - since 1988 With an experience of over 50 years, Faymonville is one of 30.000 m² the biggest manufacturers of semi-trailers for special and heavy haulage. Faymonville provides their customers with optimal so- lutions and systems for any transport need outside the usual norms. Quality, flexibility, productivity, creativity and service are the company’s keywords. The range of products and ser- vices is constantly enlarged in tight collaboration with our customers. GOLENIOW (PL) - since 2006 21.000 m² The high level of innovation and the excellent manufac- turing quality of the products are secured by optimized production processes and own modern production plants in Büllingen (Belgium), Lentzweiler (Luxembourg) and Goleniow (Poland). A service station has been opened in Noginsk (near Moscow, Russia) and Poland (next to the factory in Goleniow). NOGINSK (RU) - since 2014 LENTZWEILER I (LU) - since 2003 3.120 m² 20.250 m² LENTZWEILER II (LU) - since 2015 16.000 m² MODULMAX - POWER YOUR PROJECTS 3 The Faymonville ModulMAX is a series of combinable road-going transport modules (with 2-6 axle lines) and accessories that can achieve a total payload of up to 5000 t. The ModulMAX offers seamless interoperability with identical vehicles from other manufacturers (S-ST, G-SL). This variety of combination options as well as the user-friendly operating concept makes the ModulMAX a guarantor of flexibility and economy for the most complex of heavy-duty transport jobs. Main characteristics ■ Axle loads of up to 45 t per axle line ■ Hydraulic axle compensation with a stroke of up to 650 mm ■ Pivot-mounted bogie with 60° steering angle ■ Strengthened loading area outer fields with point loads of up to 50 t 4 MODULMAX - POWER YOUR PROJECTS 1. -
NORTH WEST Freight Transport Strategy
NORTH WEST Freight Transport Strategy Department of Infrastructure NORTH WEST FREIGHT TRANSPORT STRATEGY Final Report May 2002 This report has been prepared by the Department of Infrastructure, VicRoads, Mildura Rural City Council, Swan Hill Rural City Council and the North West Municipalities Association to guide planning and development of the freight transport network in the north-west of Victoria. The State Government acknowledges the participation and support of the Councils of the north-west in preparing the strategy and the many stakeholders and individuals who contributed comments and ideas. Department of Infrastructure Strategic Planning Division Level 23, 80 Collins St Melbourne VIC 3000 www.doi.vic.gov.au Final Report North West Freight Transport Strategy Table of Contents Executive Summary ......................................................................................................................... i 1. Strategy Outline. ...........................................................................................................................1 1.1 Background .............................................................................................................................1 1.2 Strategy Outcomes.................................................................................................................1 1.3 Planning Horizon.....................................................................................................................1 1.4 Other Investigations ................................................................................................................1 -
C&O Has Good Ideas In
Siding thrown over to locate main track signal between main and siding C & 0 Has Good Ideas in CTC Sheet-metal houses not only at switches but also at interme diate signals and use of hold-out signals are features of this project. Well organized construction requires no work trains. TO INCREASE TRACK CAPAC portant freight line. Numerous Windsor, Ont., and Blenheim, Ont. ITY, facilitate train movements industries , including large, automo Previously no signaling was in and reduce operating expenses, the bile factories, are located at Plym service on the single track between Chesapeake & Ohio has installed outh , Flint and Saginaw. Also the Plymouth and Kearsley interlock centralized traffic control on 55 Plymouth-Saginaw section is part ing at Flint. Two tracks extend miles of single-track between Plym of an important route to and from north from Plymouth 1.0 mile to a outh, Mich., and Mount Morris, Ludington, Mich., which is the port power switch which is included in Mich. This project connects with for C&O car ferries, operated all the new CTC. At Wixom there are CTC previously in service on 24 year, across Lake Michigan to and two sidings with power switches miles between Mt. Morris and from Wisconsin ports of Milwau included in the CTC. Other sidings Saginaw, Mich., the entire 79 miles kee, Manitowoc and Kewaunee. with power switches included in between Plymouth and Saginaw the CTC are at Clyde and Newark. now being controlled from a ma Twenty Trains Dally These sidings were lengthened to chine at Saginaw. hold 112 and 133 cars respectively . -
the Swindon and Cricklade Railway
The Swindon and Cricklade Railway Construction of the Permanent Way Document No: S&CR S PW001 Issue 2 Format: Microsoft Office 2010 August 2016 SCR S PW001 Issue 2 Copy 001 Page 1 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS 1 Document Status Record Status Date Issue Prepared by Reviewed by Document owner Issue 17 June 2010 1 D.J.Randall D.Herbert Joint PW Manager Issue 01 Aug 2016 2 D.J.Randall D.Herbert / D Grigsby / S Hudson PW Manager 2 Document Distribution List Position Organisation Copy Issued To: Copy No. (yes/no) P-Way Manager S&CR Yes 1 Deputy PW Manager S&CR Yes 2 Chairman S&CR (Trust) Yes 3 H&S Manager S&CR Yes 4 Office Files S&CR Yes 5 3 Change History Version Change Details 1 to 2 Updates throughout since last release SCR S PW001 Issue 2 Copy 001 Page 2 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS Table of Contents 1 Document Status Record ....................................................................................................................................... 2 2 Document Distribution List ................................................................................................................................... 2 3 Change History ..................................................................................................................................................... -
December 2016 Inter City Railway Society Founded 1973
TTRRAA CCKKSS Inter City Railway Society - December 2016 Inter City Railway Society founded 1973 www.intercityrailwaysociety.org Volume 44 No.12 Issue 528 December 2016 The content of the magazine is the copyright of the Society No part of this magazine may be reproduced without prior permission of the copyright holder President: Simon Mutten (01603 715701) Coppercoin, 12 Blofield Corner Rd, Blofield, Norwich, Norfolk NR13 4RT Chairman: Carl Watson - [email protected] Mob (07403 040533) 14, Partridge Gardens, Waterlooville, Hampshire PO8 9XG Treasurer: Peter Britcliffe - [email protected] (01429 234180) 9 Voltigeur Drive, Hart, Hartlepool TS27 3BS Membership Sec: Colin Pottle - [email protected] (01933 272262) 166 Midland Road, Wellingborough, Northants NN8 1NG Mob (07840 401045) Secretary: Stuart Moore - [email protected] (01603 714735) 64 Blofield Corner Rd, Blofield, Norwich, Norfolk NR13 4SA Magazine: Editor: Trevor Roots - [email protected] (01466 760724) Mill of Botary, Cairnie, Huntly, Aberdeenshire AB54 4UD Mob (07765 337700) Sightings: James Holloway - [email protected] (0121 744 2351) 246 Longmore Road, Shirley, Solihull B90 3ES Photo Database: Colin Pottle Website: Trevor Roots - [email protected] contact details as above Events: Sales Stand: Christine Field Trip Co-ordinator: vacant Books: Publications Manager: Carl Watson - [email protected] Publications Team: Trevor -
Derails in Passing Sidings? As 1.5 U 'Ually the Case, It I'> Impo%Ible to Move Tre Insulated Ioiflt
30 RAILWAY SIGNALING Vol. 24, No.1 i\s the InSUlltld joint i" a :,ecessary part aT the 19nal ( ,,) In torcing rat elK~ - 1)art use a ratl expander It system as well as 0" the t'c.ck, it mturally follows tl1dt It one IS &t haIld DC! not use an )rdinary full tap"'r '"rack belongs neither to one department nor to the other, but chise1. If a chisel muq be usen, use on(; whICh is wider to both, Therefore, both departments should interest th,l11 the rail-head and which has a small japer, 111 order themselves 111 hcping 'nsulated joil'ts in repair in an to 1\ aid d~.ma2ing the rail el d. efficient and er ollomin1 mannu, (0 Do It bend 'lOlts or drive them through btl ~h;ngs. 11o:t men who are ell cdl} responsible for the care If rail end~ a d ;oir,t parts Ir in prope' POSI io 1, he of JO'nts ha\ e found that mp1 r defects, which req~lre bn]ts can be l11::-e ted w thO'lt rr...lt1:'n", n' bending. very little til e to remedy, such a" loose r,ub. lipped (7) Paler 1 .suL i II W 11 nN 'dthstand the erorl"ous rail tnds, rail fins cutting mto 5.11er, low or loose ties fon (' of rail expansion in hot weather. After the proper and defeclive spikl11g, should be corrected Immediately OpUlIllg IS secured between the rail cnus for the ll1 ertion upon being detected a £ the end post: it should be held, a::: much as pOSSIble, Frequent inspection shuuld be made, SIgnal mail by the installatlOl1 of ~ail ancile r5. -
Track Inspection – 2009
Santa Cruz County Regional Transportation Commission Track Maintenance Planning / Cost Evaluation for the Santa Cruz Branch Watsonville Junction, CA to Davenport, CA Prepared for Egan Consulting Group December 2009 HDR Engineering 500 108th Avenue NE, Suite 1200 Bellevue, WA 98004 CONFIDENTIAL Table of Contents Executive Summary 4 Section 1.0 Introduction 10 Section 1.1 Description of Types of Maintenance 10 Section 1.2 Maintenance Criteria and Classes of Track 11 Section 2.0 Components of Railroad Track 12 Section 2.1 Rail and Rail Fittings 13 Section 2.1.1 Types of Rail 13 Section 2.1.2 Rail Condition 14 Section 2.1.3 Rail Joint Condition 17 Section 2.1.4 Recommendations for Rail and 17 Joint Maintenance Section 2.2 Ties 20 Section 2.2.1 Tie Condition 21 Section 2.2.2 Recommendations for Tie Maintenance 23 Section 2.3 Ballast, Subballst, Subgrade, and Drainage 24 Section 2.3.1 Description of Railroad Ballast, Subballst, 24 Subgrade, and Drainage Section 2.3.2 Ballast, Subgrade, and Drainage Conditions 26 and Recommendations Section 2.4 Effects of Rail Car Weight 29 Section 3.0 Track Geometry 31 Section 3.1 Description of Track Geometry 31 Section 3.2 Track Geometry at the “Micro-Level” 31 Section 3.3 Track Geometry at the “Macro-Level” 32 Santa Cruz County Regional Transportation Commission Page 2 of 76 Santa Cruz Branch Maintenance Study CONFIDENTIAL Section 3.4 Equipment and Operating Recommendations 33 Following from Track Geometry Section 4.0 Specific Conditions Along the 34 Santa Cruz Branch Section 5.0 Summary of Grade Crossing -
Transportation: Emerging Realities Les Transports
CTRF Transportation: Emerging Realities Les Transports: realites en puissance• VOLUME 2 ess-nrch rurn rh 1:2./Jd -*/ Y p1j iu Actes J 21 er1iJ confer si 111111 Torconit),JJ1IJfiJ 25 cats Inf./I, I 717l7 418 WHAT IF? / WHY NOT? A Railway Tridea F.H.Howard P Eng Richmond B C 1. RUBBER AND RAIL The ability of a locomotive to exert tractive effort or drawbar pull - the measure of what it could lift vertically, say over the edge of a cliff - and so, once the train's resistance has been determined, what tonnage of train it can start, is restricted by its wheen adhesion to the rails, normally about /14 of its weight. wheel slip control (replacing sanding) has now raised this to about 1/3. Too much power, and its wheels will slip. Starting a train is adhesion-limited; running it is horsepower-limited. When inverted, this fraction becomes "Factor of Adhesion" and refers to steel wheels gripping - or slipping - on steel rails. Some locomotives are ballasted to achieve adhesion, which affects braking too.. Heavier trailing tonnages can be moved if a much lower Factor of Adhesion can be developed. Such a low factor is indeed developed by rubber on paving. Assuming the road is dry and the tires sound, a rubber-tired highway tractor can lift half its own weight, with the corresponding capacity to pull a heavy trailing load, usually a semi-trailer, also on rubber tires. 1 Howard 419 A number of rail vehicles use a Hi-Rail device,. hydraulically-lowered sets of rail wheels, commonly attached to rubber-tired track inspection and maintenance equipment, especially automobiles, pickup trucks or vans; sometimes little cranes. -
Notes on Curves for Railways
NOTES ON CURVES FOR RAILWAYS BY V B SOOD PROFESSOR BRIDGES INDIAN RAILWAYS INSTITUTE OF CIVIL ENGINEERING PUNE- 411001 Notes on —Curves“ Dated 040809 1 COMMONLY USED TERMS IN THE BOOK BG Broad Gauge track, 1676 mm gauge MG Meter Gauge track, 1000 mm gauge NG Narrow Gauge track, 762 mm or 610 mm gauge G Dynamic Gauge or center to center of the running rails, 1750 mm for BG and 1080 mm for MG g Acceleration due to gravity, 9.81 m/sec2 KMPH Speed in Kilometers Per Hour m/sec Speed in metres per second m/sec2 Acceleration in metre per second square m Length or distance in metres cm Length or distance in centimetres mm Length or distance in millimetres D Degree of curve R Radius of curve Ca Actual Cant or superelevation provided Cd Cant Deficiency Cex Cant Excess Camax Maximum actual Cant or superelevation permissible Cdmax Maximum Cant Deficiency permissible Cexmax Maximum Cant Excess permissible Veq Equilibrium Speed Vg Booked speed of goods trains Vmax Maximum speed permissible on the curve BG SOD Indian Railways Schedule of Dimensions 1676 mm Gauge, Revised 2004 IR Indian Railways IRPWM Indian Railways Permanent Way Manual second reprint 2004 IRTMM Indian railways Track Machines Manual , March 2000 LWR Manual Manual of Instructions on Long Welded Rails, 1996 Notes on —Curves“ Dated 040809 2 PWI Permanent Way Inspector, Refers to Senior Section Engineer, Section Engineer or Junior Engineer looking after the Permanent Way or Track on Indian railways. The term may also include the Permanent Way Supervisor/ Gang Mate etc who might look after the maintenance work in the track.