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ROAD INSPECTION MANUAL a Risk-Based Approach to Managing Road Defects
ROADS AND TRANSPORT DIRECTORATE ROAD INSPECTION MANUAL A risk-based approach to managing road defects NSW & ACT Institute of Public Works Engineering (NSW Division) Limited Roads & Transport Directorate MANAGE ROAD DEFECTS MANUAL First Published 2021 © IPWEA NSW and ACT 2021 This work is copyright. Apart from any use as permitted under the Copyright Act 1968, no part may be reproduced by any process without the prior written permission of IPWEA NSW and ACT. National Library of Australia Cataloguing in-Publication data: ISBN 978-0-6451183-0-8 Project Manager: Arjan Rensen, Manager Roads and Transport Directorate Manual prepared by WSP: Greg Evans Paul Robinson Matt Taylor Laurence Origlia Reference group: Geoff Paton, Blayney Shire Council Aaron Dunne, Eurobodalla Shire Council Masoud Mohammadi, City of Canterbury Bankstown Chris Worrell, Mid-Western Regional Council Clint Fitzsummons, Nambucca Shire Council Published by: Institute of Public Works Engineering (NSW Division) Limited Level 12, 447 Kent Street Sydney NSW 2000 Phone: +61 2 8267 3000 Fax: +61 2 8267 3070 Email: [email protected] https://www.roadsdirectorate.org.au/ IPWEA NSW and ACT believes this publication to be correct at the time of printing and does not accept responsibility for any consequences arising from the use of information herein. Table of Contents 1 Introduction 1 1.1 General 2 1.2 Background 2 1.3 Coverage 2 1.4 Scope 3 1.5 Objectives of the manual 3 1.6 Roads and Transport Directorate 4 1.7 AUS-SPEC 4 1.8 Statewide Mutual 5 2 IPWEA Functional Road Classification -
United States District Court Southern District of Ohio Western Division
Case: 1:05-cv-00437-MHW Doc #: 155 Filed: 03/15/13 Page: 1 of 10 PAGEID #: <pageID> UNITED STATES DISTRICT COURT SOUTHERN DISTRICT OF OHIO WESTERN DIVISION American Premier Underwriters, Inc., Plaintiff, Case No. 1:05cv437 v. Judge Michael R. Barrett General Electric Company, Defendant. OPINION & ORDER This matter is before the Court upon Defendant General Electric Company’s (“GE”) Motion for Summary Judgment on the Merits. (Doc. 92). Plaintiff American Premier Underwriters, Inc.’s (“APU”) filed a Memorandum in Opposition (Doc. 123), and GE filed a Reply (Doc. 142). GE has also filed a Notice of Supplemental Authority (Doc. 148), to which APU filed a Response (Doc. 149) and GE filed a Reply (Doc. 150). I. BACKGROUND Plaintiff APU is the successor to the Penn Central Transportation Company (“Penn Central”). This action arises from contamination at four rail yards operated by Penn Central prior to April 1, 1976: (1) the Paoli Yard, located in Paoli, Pennsylvania; (2) the South Amboy Yard, located in South Amboy, New Jersey; (3) Sunnyside Yard, located in Long Island, New York; and (4) Wilmington Shops and related facilities, located in Wilmington, Delaware. During the period when Penn Central operated these rail yards, it owned and used passenger rail cars with transformers manufactured by Defendant GE. APU claims the GE transformers contaminated the rail yards by leaking polychlorinated biphenyls (“PCBs”). The PCBs were contained in “Pyranol,” which was Case: 1:05-cv-00437-MHW Doc #: 155 Filed: 03/15/13 Page: 2 of 10 PAGEID #: <pageID> the trade name of the fluid used by GE in the transformers as a cooling and insulating fluid. -
Pavement Management Program
STANDARD OPERATING GUIDELINES OPERATING STANDARD PAVEMENT MANAGEMENT PROGRAM May 2013 Page 1 of 93 I. Contents INTRODUCTION .................................................................................................................................................... 2 PAVEMENT PRESERVATION ................................................................................................................................. 5 SYSTEM METRICS ................................................................................................................................................. 7 TREATMENT LIFE EXTENSION ............................................................................................................................... 9 NETWORK HEALTH ............................................................................................................................................... 9 OPTIMIZATION ................................................................................................................................................... 10 PROJECT IDENTIFICATION AND SELECTION ........................................................................................................ 13 CRACK SEALING TREATMENT ............................................................................................................................. 28 FOG SEAL ............................................................................................................................................................ 30 LONGITUDINAL JOINT STABILIZATION -
Crisis Planning & Management
CRISIS PLANNING AND MANAGEMENT SEPTA SILVERLINER V ISSUE JEFFREY D. KNUEPPEL, PE GENERAL MANAGER CRISIS PLANNING & MANAGEMENT REGIONAL SERVICE PROFILE • 13 Regional Rail lines with over 150 stations • Regional Rail Ridership over 37M annually and has increased 52% since 1998 • 770 trains per day on weekdays (570 per day on weekends) • Total track miles: 474 – 234 SEPTA track miles – 240 Amtrak track miles CRISIS PLANNING & MANAGEMENT OVERVIEW - CHRONOLOGY • June 29th: Inspector notices a problem with a Silverliner V car and removes it from service for further evaluation • June 30th: Silverliner V defect identified at Overbrook Shop • Upon inspection, Vehicle Maintenance personnel found more cracks in several cars which indicated a fleetwide equalizer beam problem • July 1st: Entire 120 car Silverliner V fleet grounded CRISIS PLANNING & MANAGEMENT CONTEXT OF DISCOVERY • Silverliner V’s constitute 30% of Regional Rail fleet • Silverliner V cars are new! • 58% of fleet is 40+ years old! • DNC coming to Philly in 3 weeks • City labor contract expires on 10/31/16!! CRISIS PLANNING & MANAGEMENT EQUALIZER BEAM Equalizer Beam Equalizer ‘Foot’ – welded onto beam Equalizer Seat Equalizer Pad (1/2 inch resilient pad) CRISIS PLANNING & MANAGEMENT WORKING TOGETHER • SEPTA immediately retained LTK Engineers at the start of the Silverliner V issue • Hyundai Rotem, SEPTA, and LTK worked cooperatively on computer modeling, metallurgical evaluation, vehicle instrumentation and developed temporary and then permanent repair schemes CRISIS PLANNING & MANAGEMENT -
Review of Remote Sensing Methodologies for Pavement Management and Assessment
Eur. Transp. Res. Rev. (2015) 7: 7 DOI 10.1007/s12544-015-0156-6 ORIGINAL PAPER Review of remote sensing methodologies for pavement management and assessment E. Schnebele · B. F. Tanyu · G. Cervone · N. Waters Received: 10 October 2013 / Accepted: 9 February 2015 / Published online: 7 March 2015 © The Author(s) 2015. This article is published with open access at SpringerLink.com Abstract challenges associated with transportation assessment in the Introduction Evaluating the condition of transportation aftermath of major disasters. infrastructure is an expensive, labor intensive, and time Conclusion The use of remote sensing techniques offers consuming process. Many traditional road evaluation meth- new potential for pavement managers to assess large areas, ods utilize measurements taken in situ along with visual often in little time. Although remote sensing techniques can examinations and interpretations. The measurement of dam- never entirely replace traditional geotechnical methods, they age and deterioration is often qualitative and limited to do provide an opportunity to reduce the number or size of point observations. Remote sensing techniques offer non- areas requiring site visits or manual methods. destructive methods for road condition assessment with large spatial coverage. These tools provide an opportunity Keywords Road assessment · Remote sensing · Civil for frequent, comprehensive, and quantitative surveys of engineering transportation infrastructure. Methods The goal of this paper is to provide a bridge between traditional procedures for road evaluation and 1 Introduction remote sensing methodologies by creating a comprehensive reference for geotechnical engineers and remote sensing The importance of incorporating remote sensing into experts alike. geotechnical and geological engineering practices has long Results A comprehensive literature review and survey of been recognized by the United States (US) National current techniques and research methods is provided to Research Council [95]. -
Atglen Station Concept Plan
Atglen Station Concept Plan PREPARED FOR: PREPARED BY: Chester County Planning Commission Urban Engineers, Inc. June 2012 601 Westtown Road, Suite 270 530 Walnut Street, 14th Floor ® Chester County Planning Commission West Chester, PA 19380 Philadelphia, PA 19106 Acknowledgements This plan was prepared as a collaboration between the Chester County Planning Commission and Urban Engineers, Inc. Support in developing the plan was provided by an active group of stakeholders. The Project Team would like to thank the following members of the Steering Advisory and Technical Review Committees for their contributions to the Atglen Station Concept Plan: Marilyn Jamison Amtrak Ken Hanson Amtrak Stan Slater Amtrak Gail Murphy Atglen Borough Larry Lavenberg Atglen Borough Joseph Hacker DVRPC Bob Garrett PennDOT Byron Comati SEPTA Harry Garforth SEPTA Bob Lund SEPTA Barry Edwards West Sadsbury Township Frank Haas West Sadsbury Township 2 - Acknowledgements June 2012 Atglen Station Concept Plan Table of Contents Introduction 5 1. History & Background 6 2. Study Area Profi le 14 3. Station Site Profi le 26 4. Ridership & Parking Analysis 36 5. Rail Operations Analysis 38 6. Station Concept Plan 44 7. Preliminary Cost Estimates 52 Appendix A: Traffi c Count Data 54 Appendix B: Ridership Methodology 56 Chester County Planning Commission June 2012 Table of Contents - 3 4 - Introduction June 2012 Atglen Station Concept Plan Introduction The planning, design, and construction of a new passenger rail station in Atglen Borough, Chester County is one part of an initiative to extend SEPTA commuter service on the Paoli-Thorndale line approximately 12 miles west of its current terminus in Thorndale, Caln Township. -
Specification for the Suburban Station Revenue Equipment Maintenance (Rem) and Accessible Travel Center (Atc) Expansion Project
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY 1234 MARKET STREET, PHILADELPHIA, PA 19107 SPECIFICATION FOR THE SUBURBAN STATION REVENUE EQUIPMENT MAINTENANCE (REM) AND ACCESSIBLE TRAVEL CENTER (ATC) EXPANSION PROJECT SPECIFICATION # F-A-16-12 DATE: September 2016 SPECIFICATION FOR THE SUBURBAN STATION REVENUE EQUIPMENT MAINTENANCE (REM) AND ACCESSIBLE TRAVEL CENTER (ATC) EXPANSION PROJECT DIVISION 1 – GENERAL REQUIREMENTS 01010 – Summary of Work 01010-1 to 01010-7 01011 – Summary of Project 01011-1 to 01011-3 01025 – Measurements and Payment 01025-1 to 01025-1 01041 – Project Coordination 01041-1 to 01041-4 01045 – Cutting and Patching 01045-1 to 01045-4 01060 – Regulatory Requirements and Safety 01060-1 to 01060-19 01065 – Railroad Safety Requirements 01065-1 to 01065-6 01100 – Special Project Procedures 01100-1 to 01100-2 01200 – Project Progress Meetings 01200-1 to 01200-3 01300 – Submittals 01300-1 to 01300-8 01305 – Requests for Information 01305-1 to 01305-3 01380 – Construction Photographs 01380-1 to 01380-2 01400 – Inspection and Test Plans 01400-1 to 01400-6 01500 – Construction Facilities & Temporary Controls 01500-1 to 01500-5 01505 – Mobilization 01505-1 to 01505-2 01580 – Project Identification and Directional Signage 01580-1 to 01580-4 01600 – Material and Equipment 01600-1 to 01600-3 01700 – Contract Closeout 01700-1 to 01700-3 01710 – Final Cleaning 01710-1 to 01710-3 01720 – Project As-Built Documents 01720-1 to 01720-4 01830 – Operation and Maintenance Data 01830-1 to 01830-5 DIVISION 2 – SITE WORK 02060 – Demolition -
Analysis and Recommendations for Street Network
Analysis and Recommendations for Street Network Bountiful City September 2017 Copyright © 2017 By the Utah LTAP Center. All rights reserved. Printed in the United States of America. No part of this document may be used or reproduced in any manner whatsoever without written permission except in the case of brief quotations embodied in critical articles and reviews. For information, address Utah LTAP Center; Department of Civil and Environmental Engineering; 4111 Old Main Hill; Logan, Ut 84322-4111. Utah LTAP Center 09/21/17 Table of Contents Page Sections INTRODUCTION 1 INVENTORY OF ROAD NETWORK 3 PAVEMENT TYPE DISTRIBUTION OF THE ROAD NETWORK 6 PAVEMENT CONDITION SURVEY 7 ASPHALT ROAD NETWORK 7 CONCRETE ROAD NETWORK 7 ASPHALT PAVEMENT DESIGN & PERFORMANCE 8 MAJOR CAUSES OF ASPHALT PAVEMENT DISTRESS 10 PAVEMENT DISTRESS SURVEY & ANALYSIS 12 CONCRETE ROAD NETWORK 26 DEVELOPMENT OF PRESERVATION STRATEGIES AND RECOMMENDED TREATMENTS 29 ASSESSMENT OF CURRENT STREET MAINTENANCE PROGRAM FUNDING 33 ASPHALT ROAD NETWORK 33 DEVELOPMENT OF RECOMMENDED PAVEMENT PRESERVATION PROGRAM 37 ASPHALT ROAD NETWORK 37 IMPLEMENTATION OF PAVEMENT MANAGEMENT SYSTEM 40 IMPORTANCE OF FEEDBACK 41 SUMMARY OF FINDINGS AND RECOMMENDATIONS 42 FINDINGS 42 COMPARISON OF SURVEYS 42 RECOMMENDATIONS 43 - i - Utah LTAP Center 09/21/17 Figures Figure 1. Pavement Management Process Diagram _______________________________________ 2 Figure 2. Distribution of Street Network by Functional Classification _______________________ 5 Figure 3. Percentages of Asphalt and Concrete Streets by Surface Area ______________________ 6 Figure 4. Pavement Performance Curve ________________________________________________ 8 Figure 5. Condition Rating Sheet _____________________________________________________ 13 Figure 6. Governing Distress Rating Distribution for Asphalt Roads _______________________ 16 Figure 7. Governing Distress Rating Distribution for Concrete Roads ______________________ 17 Figure 8. -
Table of Contents
DESIGN CRITERIA SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY 1234 MARKET STREET PHILADELPHIA, PENNSYLVANIA 19107 SEPTA FRAZER SHOP & YARD EXPANSION STV INCORPORATED 1818 MARKET STREET, SUITE 1410 PHILADELPHIA, PA 19103-3616 NOVEMBER 25, 2015 This Page Intentionally Blank SEPTA Frazer Shop & Yard Design Criteria Chapter Table of Contents CHAPTER TABLE OF CONTENTS Page 1.0 General 5 1.1 Introduction 5 1.2 Design Codes 5 1.3 Frazer Functional Design Criteria 6 1.3.1 Design Life 6 1.3.2 Service Proven 6 1.3.3 Project Integration 6 2.0 Environmental 7 2.1 Introduction 7 2.2 Design Codes 7 2.3 Frazer Design Criteria 7 3.0 Operations 9 3.1 Introduction 9 3.2 Codes 10 3.3 Frazer Operations Criteria 10 3.3.1 General Requirements 10 3.3.2 Temporary Structures 10 3.3.3 Rail Equipment 10 3.3.4 Railroad Operations 11 3.3.5 Construction Plans 12 3.3.6 Railroad Flagging; De-Energizing the Overhead Contact System 12 3.3.7 Construction Work Windows (Package 1 Only) 13 4.0 Civil 15 4.1 Introduction 15 4.2 Design Codes 15 4.3 Frazer Design Criteria 16 4.3.1 Roadway Widths 16 4.3.2 Parking Area 16 4.3.3 Lighting 16 4.3.4 Pavement Design 16 4.3.5 Compaction 17 4.3.6 Seeding 17 4.3.7 Drainage, Stormwater Management, and Erosion & 17 Sediment Control November 25, 2015 Page 1 Rev. 00 - Final SEPTA Frazer Shop & Yard Design Criteria Chapter Table of Contents CHAPTER TABLE OF CONTENTS – Continued Page 5.0 Track Alignment and Vehicle Clearance 19 5.1 Introduction 19 5.2 Codes and Standards 19 5.3 Track Alignment 19 5.3.1 Design Speed 19 5.3.2 Horizontal Curvature -
Connecticut Begins to Use the Notched Wedge Joint
Summer 2009 ................................. ................................. ................................. In this Issue Connecticut Begins to Use Connecticut Begins to Use the 1 the Notched Wedge Joint Notched Wedge Joint Work Zone Safety Training 2 for Law Enforcement Longitudinal joints in asphalt pavements are formed between individual From the T2 Center 2 passes of the paver. Ideally, this longitudinal joint is as durable as the rest of Resource Library the asphalt pavement mat and will have a life span comparable to the rest of the pavement. The most common longitudinal joint failure occurs from a crack forming in the longitudinal joint, this is FHWA Urges Road Agencies 4 sometimes referred to as the longitudinal joint to Consider “Top Nine” “opening up”. All longitudinal joints will Life-Saving Strategies eventually crack, but the severity and width of the cracking dictates whether or not stan- 2008 HMA Paving Awards 6 dard pavement maintenance activities such as crack sealing can be effective in preventing further pavement degradation. In some cases, Technology Transfer Center 2009 6 the crack in the longitudinal joint will become Fall Calendar so large that it becomes a safety hazard, as bicycle and motorcycle wheels can fit into and become wedged in the crack. Even if the crack does not become 2009 Technology Transfer Expo 7 large enough to present a safety hazard, the crack will allow water to infiltrate into the pavement structure and ultimately damage it. Technology Transfer Center One of the major causes of asphalt pavement cracking, along with longi- tudinal failure, is the thermal cycling that all pavements experience virtually Request Form 8 everyday. -
Transverse Cracking of Asphalt Pavements
-. '• Summary Report of Office of Research Transverse Cracking of a Cooperative Analysis and Development by Teams from Washington, D.C. Iowa, Kansas, Nebraska Asphalt Pavements North Dakota and Report No. Oklahoma FHWA-Ts-82-205 Final Report July 1982 itf2_- I OL/-0 US. Department at Transportation Federal Highway Admlnlshallon .. .. ..- FOREWORD This Tech Share summaries the analysis of tranverse cracking in asphalt pavements by a study team from the five States of Iowa, Kansas, Nebraska, North Dakota, and Oklahoma. The report should be of interest to pavement designers and maintenance engineers concerned with the performance of asphalt pavements. Distribution is being made ~ccording to the latest distribution plan. A limited number of additional copies can be obtained while supplies last from the Implementation Division, Construction Materials, and Methods Group HDV-22. ~~~ Director Office of Development \ . NOTIC:P. 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. The contents of this report reflect the views of the contractor, who is responsible for the accuracy of the data presented herein. The contents do not necessarily reflect the official policy of the Department of Transportation. This report does not constitute a standard, specification, or regulation. -~ .. ',..·_ :.. .. · .. \" ..... TRANSVERSE CRACKING OF ASPHALT PAVEMENTS by Iowa Department of Transportation Robert A. Shelquist Edward J. O'Connor Donald D. Jordison Vernon J. Marks Kansas Department of Transportation Rodney G. Maag Harvey E. Wallace Montie W. Baty Nebraska Department of Roads Janis Silenieks Robert J. Wedner Rollie H. -
Asphalt in Pavement Preservation and Maintenance)
1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-11/0-6589-1 4. Title and Subtitle 5. Report Date PAVEMENT REPAIR STRATEGIES FOR SELECTED Published: June 2012 DISTRESSES IN FM ROADWAYS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Samer Dessouky, Jeong Ho Oh, Mijia Yang, Mohammad Ilias, Report 0-6589-1 Sang Ick Lee, Tom Freeman, Mark Bourland, and Mien Jao 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) The University of Texas at San Antonio 1 UTSA Circle 11. Contract or Grant No. San Antonio, TX 78249 Project 0-6589 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2009–August 2010 P. O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Pavement Repair Strategies for 2R and Routine Maintenance (RMC) Projects URL: http://tti.tamu.edu/documents/0-6589-1.pdf 16. Abstract Expansive soil is considered one of the most common causes of pavement distresses in FM roadways. Depending upon the moisture level, expansive soils will experience changes in volume due to moisture fluctuations from seasonal variations. The objective of this research was to evaluate existing repair projects on selected FM roadways. Those roadways experienced failures in the form of fatigue and rutting in the wheel path, and longitudinal (faulted) cracking including edge cracking. The causes of those failures were mainly linked to high PI expansive soil and narrow pavement.