Disaster and Response in an Experiment Called New Orleans, 1700S–2000S
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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). -
Preliminary Report on the Performance of the New Orleans Levee Systems in Hurricane Katrina on August 29, 2005
Preliminary Report on the Performance of the New Orleans Levee Systems in Hurricane Katrina on August 29, 2005 by R.B. Seed, P.G. Nicholson, R.A. Dalrymple, J. Battjes, R.G. Bea, G. Boutwell, J.D. Bray, B. D. Collins, L.F. Harder, J.R. Headland, M. Inamine, R.E. Kayen, R. Kuhr, J. M. Pestana, R. Sanders, F. Silva-Tulla, R. Storesund, S. Tanaka, J. Wartman, T. F. Wolff, L. Wooten and T. Zimmie Preliminary findings from field investigations and associated studies performed by teams from the University of California at Berkeley and the American Society of Civil Engineers, as well as a number of cooperating engineers and scientists, shortly after the hurricane. Report No. UCB/CITRIS – 05/01 November 2, 2005 New Orleans Levee Systems Hurricane Katrina August 29, 2005 This project was supported, in part, by the National Science Foundation under Grant No. CMS-0413327. Any opinions, findings, and conclusions or recommendations expressed in this report are those of the author(s) and do not necessarily reflect the views of the Foundation. This report contains the observations and findings of a joint investigation between independent teams of professional engineers with a wide array of expertise. The materials contained herein are the observations and professional opinions of these individuals, and does not necessarily reflect the opinions or endorsement of ASCE or any other group or agency, Table of Contents i November 2, 2005 New Orleans Levee Systems Hurricane Katrina August 29, 2005 Table of Contents Executive Summary ...……………………………………………………………… iv Chapter 1: Introduction and Overview 1.1 Introduction ………………………………………………………………... 1-1 1.2 Hurricane Katrina …………………………………………………………. -
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. -
Did Nepa Drown New Orleans? the Levees, the Blame Game, and the Hazards of Hindsight
05__KYSAR_MCGARITY FINAL.DOC 11/14/2006 8:38 AM CORE Metadata, citation and similar papers at core.ac.uk Provided by Yale Law School Legal Scholarship Repository DID NEPA DROWN NEW ORLEANS? THE LEVEES, THE BLAME GAME, AND THE HAZARDS OF HINDSIGHT DOUGLAS A. KYSAR† THOMAS O. MCGARITY†† ABSTRACT This Article highlights the hazards of hindsight analysis of the causes of catastrophic events, focusing on theories of why the New Orleans levees failed during Hurricane Katrina in 2005 and particularly on the theory that the levee failures were “caused” by a 1977 National Environmental Policy Act (NEPA) lawsuit that resulted in a temporary injunction against the Army Corps of Engineers’ hurricane protection project for New Orleans. The Article provides a detailed historical reconstruction of the decision process that eventuated in the New Orleans storm surge protection system, focusing both on the political and legal factors involved and on the “standard project hurricane” risk assessment model that lay at the heart of the Army Corps of Engineers’ decisionmaking process. The Article then offers a detailed analysis of how and why Hurricane Katrina overcame the New Orleans levee system. As this analysis demonstrates, the argument that the NEPA lawsuit played a meaningful causal role in the Katrina disaster is not persuasive. Parallel lessons are then drawn for forward-looking disaster policy. The same problems of uncertainty and complexity that confound the attempt through hindsight to attribute causal responsibility for a Copyright © 2006 by Douglas A. Kysar and Thomas O. McGarity. † Professor of Law, Cornell Law School. †† Joe R. and Teresa Lozano Long Endowed Chair in Administrative Law, University of Texas at Austin School of Law. -
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. -
Did Nepa Drown New Orleans? the Levees, the Blame Game, and the Hazards of Hindsight
05__KYSAR_MCGARITY FINAL.DOC 11/14/2006 8:38 AM DID NEPA DROWN NEW ORLEANS? THE LEVEES, THE BLAME GAME, AND THE HAZARDS OF HINDSIGHT DOUGLAS A. KYSAR† THOMAS O. MCGARITY†† ABSTRACT This Article highlights the hazards of hindsight analysis of the causes of catastrophic events, focusing on theories of why the New Orleans levees failed during Hurricane Katrina in 2005 and particularly on the theory that the levee failures were “caused” by a 1977 National Environmental Policy Act (NEPA) lawsuit that resulted in a temporary injunction against the Army Corps of Engineers’ hurricane protection project for New Orleans. The Article provides a detailed historical reconstruction of the decision process that eventuated in the New Orleans storm surge protection system, focusing both on the political and legal factors involved and on the “standard project hurricane” risk assessment model that lay at the heart of the Army Corps of Engineers’ decisionmaking process. The Article then offers a detailed analysis of how and why Hurricane Katrina overcame the New Orleans levee system. As this analysis demonstrates, the argument that the NEPA lawsuit played a meaningful causal role in the Katrina disaster is not persuasive. Parallel lessons are then drawn for forward-looking disaster policy. The same problems of uncertainty and complexity that confound the attempt through hindsight to attribute causal responsibility for a Copyright © 2006 by Douglas A. Kysar and Thomas O. McGarity. † Professor of Law, Cornell Law School. †† Joe R. and Teresa Lozano Long Endowed Chair in Administrative Law, University of Texas at Austin School of Law. This Article has its origins in a report that the authors prepared in the immediate aftermath of Hurricane Katrina as member scholars of the Center for Progressive Reform. -
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. -
Bayou St. John Comprehensive Management Plan
Bayou St. John Comprehensive Management Plan BAYOU ST. JOHN COMMITTEE Canoe & Trail Adventures Contributor: Byron Almquist Contact: Byron Almquist (504) 834-5257 [email protected] The role of this private enterprise is to provide outdoor adventures involving recreational and educational opportunities for New Orleans area residents. Mr. Almquist has been invested in the health of Bayou St. John since the 1970s as a business owner and an environmentalist. City Park New Orleans Contributors: John Kinabrew, Beth McFarland and John Hopper Contact: John Hopper [email protected] City Park, the botanical heart of the city, has jurisdiction over Bayou St. John water bottoms from Robert E. Lee Boulevard and the Harding Street Bridge. City Park lagoons depend upon flow from the bayou. Before Hurricane Katrina, the park conducted several volunteer programs including a fishing education program for inner city children. Lake Pontchartrain Basin Foundation Contributors: Anne Rheams, John A. Lopez, Ph.D. and Carlton Durfrechou Contact: Anne Rheams (504) 836-2215 [email protected] The Lake Pontchartrain Basin Foundation follows a citizen-based comprehensive management plan which focuses on the health of all waters connected to Lake Pontchartrain. The health of these water bodies not only depends upon water quality but also habitat functions for wildlife and recreation and education opportunities for residents and visitors. The Foundation spearheaded Bayou St. John planning efforts represented in this plan, and will continue to conduct water quality monitoring and encourage environmental education. Louisiana State University Agriculture Center/Louisiana SeaGrant Contributors: Mark Schexnayder and Albert P. “Rusty” Gaude III. Contact: Mark Schexnayder (504) 838-1170 [email protected] With the overall mission of offering innovation, providing education and improving lives, the Louisiana State University Agriculture Center assists New Orleans City Park with habitat enhancement, fish stocking programs, water quality monitoring and education activities. -
London Avenue Canal Floodwalls General Design Memorandum
London Avenue Canal Floodwalls and Levees General Design Memorandum prepared for the Board of Levee Commis~ioners of the Orleans Levee District Orleans Levee Board Contract No. 2049·0269 by Burk & As~ocialcl>, !tH'. WIl'U1('('I'S' 1'1~"ncl'l' F.I1VlrnnIJl('f'lW S..... 'lIiMI. April 1986 London Avenue Canal Floodwalls and Levees General Design Memorandum LIST OF SECTIONS Section I Introduction Section II Existing Conditions Section III Proposed Improvements SectionN Construction Priorities Section V Cost Estimates Appendix A Plan-Profile Plates AppendixB Hydraulic Study AppendixC Geotechnical Investigation (under separate cover) \ ' • j .) 1 ! 1 , I London Avenue Canal Floodwalls and Levees General Design Memorandum INDEX TO SECTIONS SECTION I - INTRODUCTION Paragraph Page • 1 Number Title Number i i GENERAL 1. Executive Summary 1-2 2. Alternative Plans 1-3 3. Costs 1-4 TABLES Table Page Number Title Number 1-1 Summary of Construction Costs Recommended Plan of Interim Floodwalls and Levees - Phase I 1-5 1-2 Summary of Construction Costs Recommended Plan of Interim Floodwalls - Phase II 1-7 1~3 Summary of Construction Costs " - , j Recommended Plan for Future Pennanent Floodwa1ls and Levees - Phase III 1-8 11 · i INDEX TO SECTIONS (continued) , i SECTION II - EXISTING CONDITIONS Paragraph Page Number Title Number GENERAL 1. Scope 2-2 2. Existing Levees 2-2 3. Pumping Station No.3 2-3 4. Pumping Station No.4 2-3 '1 ., , 5. Bridges 2-3 t! 6. Real Estate 2-4 PLATES Plate Number Title 2-1 Existing Conditions SECTION III - PROPOSED IMPROVEMENTS Paragraph Page Number Title Number GENERAL 1.