Asset Protection the Developers Handbook
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Rebuilding America's Infrastructure Track Support For
September 2011 Designing a top transportation project Award-winning projects 8 INSIDE Upgrading bridge durability 14 Track support for railways 19 FRP composite technology 22 www.RebuildingAmericasInfrastructure.com A supplement to Thinking cap Build on our expertise. With over 25 years of industry-leading engineering and innovation in soil reinforcement and ground stabilization, we’ve learned the value of approaching each project with a fresh perspective. How can we make it more economical? What’s the smartest solution, from project start all the way to completion? Because at Tensar, our systems help build more than just roadways, retaining walls and foundations; they build confidence. To learn more call 866-265-4975 or visit www.tensarcorp.com/cap7. RAILWAYS By using Tensar Geogrid, the Utah Transit Authority had significant reduction in material and labor costs. Track support for railways AREMA-approved geogrids benefit bed design in soft soils. By Bryan Gee he support of rail line, whether for new or existing cost-effective option for reinforcing track ballast and bridging track, is an essential aspect of railroad construction over soils with variable strength characteristics. Having this and maintenance. This can be an expensive and reinforcement benefit now recognized by AREMA is truly lengthy procedure involving the mitigation of soft exciting news.” Tor variable soil conditions, frequent ballast maintenance, and The growing recognition of the benefits of geogrids and in some cases, track realignment. However, advances in tech- their recent approval by AREMA have provided a signifi- nology can provide quantifiable financial and time-reduction cant boost toward their acceptance as a best practice for the benefits. -
Comparative Analysis of Design Parameters for High-Speed Railway Earthworks in Different Countries and a Unified Definition of Embankment Substructure
THE BALTIC JOURNAL OF ROAD ISSN 1822-427X/eISSN 1822-4288 AND BRIDGE 2020 Volume 15 Issue 2: 127–144 ENGINEERING https://doi.org/10.7250/bjrbe.2020-15.476 2020/15(2) COMPARATIVE ANALYSIS OF DESIGN PARAMETERS FOR HIGH-SPEED RAILWAY EARTHWORKS IN DIFFERENT COUNTRIES AND A UNIFIED DEFINITION OF EMBANKMENT SUBSTRUCTURE JIANBO FEI1,2,3, YUXIN JIE4, CHENGYU HONG1,2,3*, CHANGSUO YANG5 1Underground Polis Academy, Shenzhen University, Shenzhen 518060, China 2Key Laboratory of Coastal Urban Resilient Infrastructures (MOE), Shenzhen University, Shenzhen 518060, China 3College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China 4State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China 5China Railway Economic and Planning Research Institute, Beijing 100038, China Received 18 June 2019; accepted 4 November 2019 Abstract. This paper compares design specifications and parameters for high-speed railway (HSR) earthworks in different countries (i.e., China, France, Germany, Japan, Russia, Spain and Sweden) for different track types (i.e., ballasted and ballastless), and for different design aspects (i.e., HSR * Corresponding author. E-mail: [email protected] Jianbo FEI (ORCID ID 0000-0001-8454-204X) Copyright © 2020 The Author(s). Published by RTU Press This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. 127 THE BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING 2020/15(2) embankment substructure, compaction criteria, width of the substructure surface, settlement control, transition section, and design service life). -
DEMOLITION METHOD STATEMENT for Development House Limited
Charles Anthony House, Manston Road, Margate, Kent CT9 4JW Tel. 01843 821 555 DEMOLITION METHOD STATEMENT for Development House Limited Stoneleigh House Tram Road, Folkestone, Kent CT20 1QR Stoneleigh House, Folkestone Demolition Method Statement DISCLAIMER: This method statement is produced as part of the DDS Demolition Group Safe System of Works and is intended to be used as a guide only for the Health & Safety of DDS Demolition site operatives, visitors and adjacent occupiers of the site in question, so far as can be reasonably expected with the actual knowledge and information available to DDS Demolition Group at the time of issue of this document. As such no reliance should be placed (DDS Demolition Group accepts no responsibility whatsoever for the consequences of such reliance) on this method statement by any person in any contractual arrangement. This does not affect the statutory rights of any party contracting with DDS Demolition Group under general health & safety law. VERSION DETAIL: Draft For Issue REVISION RECORD: Revision No. Amendments Page No. Initials 0 Issued for Demolition This document is classified as a design document for the works described. Before issue and use it must be signed by the author, and after formal review, by a technically competent reviewer. CONTACT DETAILS: Position Name Mobile No. email Contracts Manager Eric Rosay 07815 842814 [email protected] Site Manager First Aider Ref No. TBC Revision 0 Controlled Document: DDS/Stoneleigh House/Method Statement doc/22.03.21/Demolition 1 Stoneleigh -
Indian Railways Unified Standard Schedule of Rates (Earthwork in Cutting & Embankment, Bridge Work
GOVERNMENT OF INDIA Hkkjr ljdkj MINISTRY OF RAILWAYS jsy ea=ky; Indian Railways Unified Standard Schedule of Rates (Earthwork in Cutting & Embankment, Bridge Work and P.Way Works) Engineering Department 2019 Indian Railways Unified Standard Schedule of Rates For Earthwork in Cutting & Embankment, Bridge Work and P.Way Works - 2019 CONTENTS S.No. Name of Chapter Chapter No. 1. Earth Work 1. 2. Bridge Works Substructure 2. 3. Bridge Works Super structure 3. 4. Bridge Works Super structure- Steel 4. 5. Bridge Works- Misc. 5. 6. Rails, Sleepers, Fittings and Renewals 6. 7. Turnouts and Renewals 7. 8. Manual/Mechanised Screening and Ballast 8. Related Activities 9. Welding Activities 9. 10. Reconditioning of Points & Crossings 10. 11. Formation & Rehabilitation 11. 12. Activities at Construction Sites 12. 13. Maintenance Activities 13. 14. Testing of Rails & Other Components 14. 15. Heavy Track Machines 15. 16. Small Track Machines 16. 17. Handling of Materials 17. 18. Level Crossings 18. 19. Bridge Related Activities 19. 20. Supply Items 20. 21. Miscellaneous Items 21. IR's Unified Standard Schedule of Rates 2019 Chapter-1 : Earthwork CHAPTER - 1 : EARTH WORK Item No. Description Of Item Unit Rate (Rs.) EARTHWORK WITH DEFINED LEAD 011010 Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap; the lift to be measured from natural ground level and -
Appendix H. Simi Valley Double Track and Platform Project Preliminary Geotechnical Design Report
Appendix H Simi Valley Double Track and Platform Project Preliminary Geotechnical Design Report Draft EIR – Simi Valley Double Track and Platform Project Appendix H. Simi Valley Double Track and Platform Project Preliminary Geotechnical Design Report March 2021 Appendix H Simi Valley Double Track and Platform Project Preliminary Geotechnical Design Report Draft EIR – Simi Valley Double Track and Platform Project This page is intentionally blank. March 2021 CTO 48 SCORE Ventura Corridor Segment 1 - Simi Valley Double Track and Platform Preliminary Geotechnical Design Report SIMI VALLEY, CALIFORNIA January 2020 Prepared for: Southern California Regional Rail Authority (SCRRA) 2704 North Garey Avenue Pomona, CA 91767 Prepared by: HDR Engineering, Inc. 3230 El Camino Real, Suite 200 Irvine, CA 92602 January 31, 2020 METROLINK Mr. Colm McKenna 270 E. Bonita Ave Pomona, CA 91767 Attn: Mr. Colm McKenna, Senior Railroad Civil Engineer Dear Mr. McKenna, We are pleased to present this preliminary geotechnical design report summarizing the results of our geotechnical study for the proposed CTO 48 SCORE Ventura Corridor, Segment 1 - Simi Valley Double Track and Platform project located at Simi Valley, California. This report summarizes the work performed, data acquired, and our preliminary findings, evaluations, and recommendations for preliminary design of the project. We appreciate the opportunity to provide geotechnical services on this project and trust the information in this report meets the current project needs. If you have any questions regarding this report or if we may be of further assistance, please contact the undersigned. Respectfully submitted, HDR ENGINEERING, INC. Mario Flores, EIT Mahdi Khalilzad, PhD, PE Geotechnical Designer Senior Engineer - Geotechnical Reviewed by: Reviewed by: Jim Starick, PE Gary R. -
2007 5.2 Billion 109 230 113 35 23.13 17.4
Sources: CTRL; Guardian graphics; main photograph: Dan Chung A12 Route in greater London BLACKHORSE St Pancras junction RD SNARESBROOK Hornsey WALTHAMSTOW Stratford international CENTRAL NEWBURY Thameslink surface line and domestic station, Chadwell Heath A116 PARK East Coast Main Line HIGHGATE set inside excavated Freight connection at North London Line with connection “box” 1.07km long Wanstead Ripple Lane, Dagenham to East Coast Main Line CHADWELL HTH Connection to West New interchange for LEYTONSTONE GOODMAYES Coast Main Line Eurostar and fast south- SEVEN KINGS Channel Tunnel rail line ARCHWAY Stoke Covered bridge feeds Camden east domestic trains. ILFORD is mainly for passengers Newington Links to: mainLeyton line – but some freight could Channel rail link into St Pancras/King's services, Docklands use new line, with loops twin-bore tunnel Cross interchange GOSPEL Light Railway, and WANSTEAD Ilford where faster trains can Midland Main Line feeds passengers Hackney LEYTON OAK London Underground's PARK Manor overtake Channel onwards via: Jubilee and Central lines Park Tunnel London St Pancras international and domestic station, east side -Midland and East HACKNEY Rail Link Gasworks tunnel Coast Main Lines CANONBURY CENTRAL -New Thameslink hub KENTISH Islington station Camden TOWN Thameslink tunnel HIGHBURY& BARKING -North London Line connection to East ISLINGTON West Ham EAST UPNEY Coast Main Line A12 HAM London tunnel 7.53km London tunnel 9.9km Islington UPTON PLAISTOW PARK East Ham Regent's canal London St Pancras Kings ANGEL international and Cross domestic station Tower WEST DAGENHAM DOCK Hamlets HAM From 2007, Eurostar Newham services arrive at BECKTON New domestic platforms (3): St Pancras – later High-speed Kent commuter City PRINCE ROYAL joined by fast south- CANNING trains will use Channel line The drill head of one of six boring machines used for the London tunnel TOWN REGENT ALBERT eastWestminster commuter trains St Paul's A13 GALLIONS St Pancras roof from 2009 using Channel tunnel CUSTOM BECKTON PARK REACH extension under ROYAL rail tracks. -
Riprap: 6 Okla
GENERAL NOTES FOR BRIDGE "A" CONTINUED OKLAHOMA DEPARTMENT OF TRANSPORTATION FED. ROAD FISCAL SHEET TOTAL STATE JOB PIECE NO. DIST. NO. YEAR NO. SHEETS RIPRAP: 6 OKLA. 27946(04) A 2'-0" thick layer of Type I-A Plain Riprap with a 6" thick layer of Type I-A Filter Blanket shall be placed at the locations shown on the plans. The Riprap REVISIONS The Contractor shall also furnish satisfactory evidence to the State of Oklahoma that DESCRIPTION DATE shall have a minimum stone size of 2'-0". The Filter Blanket shall be placed in they have provided insurance of the kinds and amounts as specified in the Special one layer. Provisions for "RAILROAD INSURANCE" and in the BNSF Railway Contractor's General Construction Agreement, Exhibits C and C-1. (PL) INSTALLATION OF BRIDGE ITEMS (TYPE A): 27946(04) PAY QUANTITIES Provide and install two (2) Kiosk Pilasters as specified in the plans. See The Contractor will be required to enter into a Contractor's General Construction 0200 BRIDGE "A" "KIOSK PILASTER DETAILS" sheets for locations and additional information. Agreement, Exhibits C and C-1, with the BNSF Railway Company before they will be ITEM DESCRIPTION UNIT QUANTITY allowed on the railroad's right-of-way. All costs of providing and installing the kiosk pilasters as specified or as 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON (BR-1) C.Y. 301.800 shown in the plans including but not limited to excavation, materials, 501(G) 6309 CLSM BACKFILL (BR-1) C.Y. 427.700 aesthetic patterns, staining, mock-ups, quality control, labor, fabrication, PRE-WORK MEETING: 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) (BR-1) L.F. -
Trend Analysis of Long Tunnels Worldwide
Trend Analysis of Long Tunnels Worldwide MTI Report WP 12-09 MINETA TRANSPORTATION INSTITUTE The Mineta Transportation Institute (MTI) was established by Congress in 1991 as part of the Intermodal Surface Transportation Equity Act (ISTEA) and was reauthorized under the Transportation Equity Act for the 21st century (TEA-21). MTI then successfully competed to be named a Tier 1 Center in 2002 and 2006 in the Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU). Most recently, MTI successfully competed in the Surface Transportation Extension Act of 2011 to be named a Tier 1 Transit-Focused University Transportation Center. The Institute is funded by Congress through the United States Department of Transportation’s Office of the Assistant Secretary for Research and Technology (OST-R), University Transportation Centers Program, the California Department of Transportation (Caltrans), and by private grants and donations. The Institute receives oversight from an internationally respected Board of Trustees whose members represent all major surface transportation modes. MTI’s focus on policy and management resulted from a Board assessment of the industry’s unmet needs and led directly to the choice of the San José State University College of Business as the Institute’s home. The Board provides policy direction, assists with needs assessment, and connects the Institute and its programs with the international transportation community. MTI’s transportation policy work is centered on three primary responsibilities: Research MTI works to provide policy-oriented research for all levels of Department of Transportation, MTI delivers its classes over government and the private sector to foster the development a state-of-the-art videoconference network throughout of optimum surface transportation systems. -
Chapter 2 Track
CALTRAIN DESIGN CRITERIA CHAPTER 2 - TRACK CHAPTER 2 TRACK A. GENERAL This Chapter includes criteria and standards for the planning, design, construction, and maintenance as well as materials of Caltrain trackwork. The term track or trackwork includes special trackwork and its interface with other components of the rail system. The trackwork is generally defined as from the subgrade (or roadbed or trackbed) to the top of rail, and is commonly referred to in this document as track structure. This Chapter is organized in several main sections, namely track structure and their materials including civil engineering, track geometry design, and special trackwork. Performance charts of Caltrain rolling stock are also included at the end of this Chapter. The primary considerations of track design are safety, economy, ease of maintenance, ride comfort, and constructability. Factors that affect the track system such as safety, ride comfort, design speed, noise and vibration, and other factors, such as constructability, maintainability, reliability and track component standardization which have major impacts to capital and maintenance costs, must be recognized and implemented in the early phase of planning and design. It shall be the objective and responsibility of the designer to design a functional track system that meets Caltrain’s current and future needs with a high degree of reliability, minimal maintenance requirements, and construction of which with minimal impact to normal revenue operations. Because of the complexity of the track system and its close integration with signaling system, it is essential that the design and construction of trackwork, signal, and other corridor wide improvements be integrated and analyzed as a system approach so that the interaction of these elements are identified and accommodated. -
Demolition Attachment Guidance Notes
DEMOLITION ATTACHMENT GUIDANCE NOTES 1 www.demolition-nfdc.com DRG118:2018 INTRODUCTION The National Federation of Demolition Contractors (NFDC) is represented on the British Standards subcommittee which prepares the code of practice for demolition (BS6187) and is, along with the Institute of Demolition Engineers (IDE), The Voice of the Global Demolition Industry. Founded in 1941 to help spearhead London’s post-Blitz clean-up campaign, the NFDC’s members are responsible for more than 90% of all demolition that takes place in the UK. Today, the NFDC is committed to establishing safe working practices for its members and to represent their interests in areas such as training, safety, the environment, waste management,industry guidance, legislative changes and codes of practice. However, in researching and preparing the information contained within this document the NFDC cannot be held responsible for its subsequent use, nor for any errors or omissions it may contain. Directors, managers and operatives who are required to work with, manage or supervise the use and or maintenance of demolition attachments, must carry out a risk assessment prior to the commencement of such work. The risk assessment should identify any hazards that may be associated with the use and or maintenance of such equipment and the likelihood of harm occurring from those or other related activities. In the event that risk assessment may identify a hazard, adequate and suitable control measures must be implemented prior to commencement of any such work. Details of NFDC -
Safety, Health and Welfare on Construction Sites: a Training Manual
Grateful thanks are due to the Joint Industrial Safety Council of Sweden for the use of figures 33, 38, 43, 44, 45, 47 and 54, which are taken from the training manual Safety, health and working conditions (Stockholm, 1987). The International Programme for the Improvement of Working Conditions and Environment (PIACT) was launched by the International Labour Organization in 1976 at the request of the International Labour Conference and after extensive consultations with member States. PIACT is designed to promote or support action by member States to set and attain definite objectives aiming at “making work more human”. The Programme is thus concerned with improving the quality of working life in all its aspects: for example, the prevention of occupational accidents and diseases, a wider application of the principles of ergonomics, the arrangement of working time, the improvement of the content and organization of work and of conditions of work in general, and a greater concern for the human element in the transfer of technology. To achieve these aims, PIACT makes use of and coordinates the traditional means of ILO action, including: – the preparation and revision of international labour standards; – operational activities, including the dispatch of multidisciplinary teams to assist member States on request; – tripartite meetings between representatives of governments, employers and workers, including industrial committees to study the problems facing major industries, regional meetings and meetings of experts; – action-oriented studies and research; and – clearing-house activities, especially through the International Occupational Safety and Health Information Centre (CIS) and the Clearing-house for the Dissemination of Information on Conditions of Work. -
Strategies for Effective Management of Health and Safety in Confined Site
Strategies for Effective Management of Health and Safety in Confined Site Construction John Spillane, (Queen’s University Belfast, UK) Lukumon Oyedele, (University of West of England, UK) Abstract The overall aim of this research is to identify and catalogue the numerous managerial strategies for effective management of health and safety on a confined, urban, construction site. A mixed methods methodology was adopted using interviews and focus group discussions on three selected case studies of confined construction sites. In addition to these, a questionnaire survey was used based on the findings from the interviews and the focus group discussions. The top five key strategies include (1) Employ safe system of work plans to mitigate personnel health and safety issues; (2) Inform personnel, before starting on-site, of the potential issues using site inductions; (3) Effective communication among site personnel; (4) Draft and implement an effective design site layout prior to starting on-site; and (5) Use of banksman (traffic co-ordinator) to segregate personnel from vehicular traffic. The construction sector is one of the leading industries in accident causation and with the continued development and regeneration of our urban centres, confined site construction is quickly becoming the norm - an environment which only fuels accident creation within the construction sector. This research aids on-site management that requires direction and assistance in the identification and implementation of key strategies for the management of health and