Kentucky Bridge Inspection Procedures Manual
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Chapter 3 Existing Condition of Bridges and Status of Bridge Maintenance
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION FINAL REPORT PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES FEBRUARY 2007 OF NATIONAL HIGHWAY NETWORK IN COSTA RICA CHAPTER 3 EXISTING CONDITION OF BRIDGES AND STATUS OF BRIDGE MAINTENANCE 3.1 Outline of Bridges in Costa Rica The total length of the road network in Costa Rica is approximately 35,000 km and some of it consists of international trunk roads (e.g., the Pan-American Highway). Land transport accounts for a vast majority of the total transport in Central America due to it being much more cost effective than either air or marine modes of travel. Therefore, strengthening and improving the road network is crucial for regional development. In addition, some trunk roads have no alternative routes due to topographical constraints. Therefore, negative social and economic impacts will be enormous for not only Costa Rica but also for the whole of Central America if these roads are not improved and well maintained. On the other hand, most of the current bridges, which are total of 1,330, on the national highway suffer from damage due to a lack of maintenance work and rehabilitation. Moreover, natural disasters such as floods and earthquakes frequently strike the country just like Japan. Costa Rica’s National Highway has 3 categories classified as following: - Class 1 : Route No 1 to 100 - Class 2 : Route No. 101 to 300 - Class 3 : Route No. 301 and over MOPT has made a Bridge Inventory for every national highway routes and recorded each location, length, width, river name, traffic Volume and type of bridges. -
Water, Networks and Crossings Contents Contents
WATER , NETWORKS AND CROSSINGS CONTENTS 3 Water, networks and crossings Contents Contents .............................................................................................................................................. 164 3.1 WATER BALANCE ............................................................................................................................ 166 3.1.1 Earth ....................................................................................................................................... 166 3.1.2 Evaporation and precipitation ................................................................................................. 167 3.1.3 Runoff ..................................................................................................................................... 169 3.1.4 Static balance ......................................................................................................................... 174 3.1.5 Movement ignoring resistance................................................................................................ 175 3.1.6 Resistance .............................................................................................................................. 178 3.1.7 Erosion and sedimentation ..................................................................................................... 184 3.1.8 Hydraulic geometry of stream channels ................................................................................. 186 3.1.9 River morphology................................................................................................................... -
Basic Design Study Report on the Project for Reconstruction of Bridges (Phase Iii) in the Kingdom of Bhutan
Ministry of Works and Human Settlement No. Department of Roads The Kingdom of Bhutan BASIC DESIGN STUDY REPORT ON THE PROJECT FOR RECONSTRUCTION OF BRIDGES (PHASE III) IN THE KINGDOM OF BHUTAN NOVEMBER 2008 JAPAN INTERNATIONAL COOPERATION AGENCY CONSTRUCTION PROJECT CONSULTANTS, INC. CHODAI CO., LTD. EI JR 08-051 PREFACE In response to a request from the Government of the Kingdom of Bhutan, the Government of Japan decided to conduct a basic design study on the Project for Reconstruction of Bridges (Phase III) and entrusted the study to the Japan International Cooperation Agency (JICA). JICA sent to Bhutan a study team from April 15 to May 27, 2008. The team held discussions with the officials concerned of the Government of Bhutan, and conducted a field study at the study area. After the team returned to Japan, further studies were made. Then, a mission was sent to Bhutan in order to discuss a draft basic design, and as this result, the present report was finalized. I hope that this report will contribute to the promotion of the project and to the enhancement of friendly relations between our two countries. I wish to express my sincere appreciation to the officials concerned of the Government of the Kingdom of Bhutan for their close cooperation extended to the teams. November 2008 Eiji Hashimoto Vice-President Japan International Cooperation Agency November 2008 LETTER OF TRANSMITTAL We are pleased to submit to you the basic design study report on the Project for Reconstruction of Bridges (Phase III) in the Kingdom of Bhutan. This study was conducted by the Consortium of Construction Project Consultants, Inc. -
Data Collection Survey on Road/Railway Bridge Sector
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS MINISTRY OF RAILWAY MINISTRY OF URBAN DEVELOPMENT STATE GOVERNMENT (Delhi, Karnataka State, Tamil Nadu State, Maharashtra State, Gujarat State) THE REPUBLIC OF INDIA Data Collection Survey on Road/Railway Bridge Sector FINAL REPORT January 2017 JAPAN INTERNATIONAL COOPERATION AGENCY ORIENTAL CONSULTANTS GLOBAL CO., LTD. ID JR 17-001 MINISTRY OF ROAD TRANSPORT AND HIGHWAYS MINISTRY OF RAILWAY MINISTRY OF URBAN DEVELOPMENT STATE GOVERNMENT (Delhi, Karnataka State, Tamil Nadu State, Maharashtra State, Gujarat State) THE REPUBLIC OF INDIA Data Collection Survey on Road/Railway Bridge Sector FINAL REPORT January 2017 JAPAN INTERNATIONAL COOPERATION AGENCY ORIENTAL CONSULTANTS GLOBAL CO., LTD. Data Collection Survey on Road/Railway Bridge Sector Final Report Table of Contents Table of Contents List of Figures List of Tables List of Abbreviations Page 1. INTRODUCTION ......................................................................................................................... 1-1 1.1 Background .............................................................................................................................. 1-1 1.2 Objectives of Survey ................................................................................................................ 1-2 1.3 Schedule of Survey .................................................................................................................. 1-3 1.3.1 Flowchart of Survey ..................................................................................................... -
Arab Republic of Egypt the Project for Improvement of the Bridge
Arab Republic of Egypt General Authority for Roads, Bridges and Land Transport (GARBLT) Arab Republic of Egypt The Project for Improvement of the Bridge Management Capacity Project Completion Report July 2015 Japan International Cooperation Agency Nippon Engineering Consultants Co., Ltd. Chodai Co., Ltd. EI JR 15-134 Project Area Abbreviation chart Abbreviation English ASTM American Society for Testing and Materials AASHTO American Association of State Highway and Transport Officials BMS Bridge Management System BIV Bridge Inspection Vehicle C/P Counterpart CSV Comma-Separated Values DO District Office DSL Domain-Specific Language GARBLT General Authority for Roads, Bridges and Land Transport GM General Manager HCD Head of Central Department HTB High Tension Bolt JCC Joint Coordination Comittee JICA Japan International Cooperation Agency JIS Japanese Industrial Standards M/M Minutes of Meeting MOT Ministry of Transport NDT Non-Destructive Test ODA Official Development Assistance OS Operating System OST On-site Training PC Prestressed Concrete PDM Project Design Matrix pH Potential Hydrogen PM Project Manager PMS Photo Management System PO Plan of Operation RC Reinforced Concrete Rebar Reinforcing Steel Bar R/D Record of Discussion TWG Technical Working Group WG Working Group Table of Contents 1 Outline of the Project ............................................................................... 1-1 1.1 Background ................................................................................................................. 1-1 1.2 The -
Design of Movable Bridges - Selected Examples
Design of Movable Bridges - selected examples Adriaan Kok Niels Degenkamp Designer, Project Manager Designer, Project Manager ipv Delft ipv Delft Delft, The Netherlands Delft, The Netherlands [email protected] [email protected] Summary To develop successful cycling and walking networks in the Netherlands often navigable waterways need to crossed. In theory this can be done with a fixed bridge if it has a large enough vertical clearance. However, to access high bridges like these often long winding ramps are required. In practice such ramps prove to be difficult to integrate in an urban context. Therefore a movable bridge can be the preferred solution despite the higher lifecycle costs. In a study for a possible new footbridge crossing a canal in Rijswijk this was the case. In this paper important aspects of the design of a movable bridge are described, from the why of a movable bridge to aspects like possible mechanisms, types of machinery and the required safety measures and how to integrate all these aspects successfully. This is done by first describing the design process of the movable bridge in Rijswijk in detail and then striking elements of others designs for movable bridges. Keywords: movable bridge, mechanisms, machinery, safety measures, integrated design. Fig. 1. Overview swing bridge Rijswijk 1. Swing Bridge Rijswijk: an Efficient Eye-catcher The cities of Rijswijk and The Hague slowly become one city and old infrastructure like waterways that used to connect the cities become obstacles in the traffic network. The Schie canal is such an obstacle: it causes long detours for cyclists and pedestrians. -
Bridge Scour Risk Management
SCAN TEAM REPORT NCHRP Project 20 68A, Scan 15-02 Bridge Scour Risk Management Supported by the National Cooperative Highway Research Program The information contained in this report was prepared as part of NCHRP Project 20-68A U.S. Domestic Scan, National Cooperative Highway Research Program. SPECIAL NOTE: This report IS NOT an official publication of the National Cooperative Highway Research Program, Transportation Research Board, or the National Academies of Sciences, Engineering, and Medicine. 1 BRIDGE SCOUR RISK MANAGEMENT CHAPTER 1 : INTRODUCTION 2 Acknowledgments The work described in this document was conducted as part of NCHRP Project 20-68A, the U.S. Domestic Scan program. This program was requested by the American Association of State Highway and Transportation Officials (AASHTO), with funding provided through the National Cooperative Highway Research Program (NCHRP). The NCHRP is supported by annual voluntary contributions from the state Departments of Transportation. Additional support for selected scans is provided by the U.S. Federal Highway Administration and other agencies. The purpose of each scan and of Project 20-68A as a whole is to accelerate beneficial innovation by facilitating information sharing and technology exchange among the states and other transportation agencies, and identifying actionable items of common interest. Experience has shown that personal contact with new ideas and their application is a particularly valuable means for such sharing and exchange. A scan entails peer-to-peer discussions between practitioners who have implemented new practices and others who are able to disseminate knowledge of these new practices and their possible benefits to a broad audience of other users. -
Fatigue Crack Detection Using Unmanned Aerial Systems in Under-Bridge Inspection
IDAHO TRANSPORTATION DEPARTMENT TRANSPORTATION IDAHO RP 256 Fatigue Crack Detection Using Unmanned Aerial Systems in Under-Bridge Inspection RESEARCH REPORT RESEARCH By Sattar Dorafshan Marc Maguire Nathan V. Hoffer Calvin Coopmans Department of Civil and Environmental Engineering Utah State University Prepared for Idaho Transportation Department Research Program, Contracting Services Division of Engineering Services http://itd.idaho.gov/alt-programs/?target=research-program August 2017 Standard Disclaimer This document is disseminated under the sponsorship of the Idaho Transportation Department and the United States Department of Transportation in the interest of information exchange. The State of Idaho and the United States Government assume no liability of its contents or use thereof. The contents of this report reflect the view of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official policies of the Idaho Transportation Department or the United States Department of Transportation. The State of Idaho and the United States Government do not endorse products or manufacturers. Trademarks or manufacturers’ names appear herein only because they are considered essential to the object of this document. This report does not constitute a standard, specification or regulation. 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-ITD-17-256 4. Title and Subtitle 5. Report Date Fatigue Crack Detection Using Unmanned Aerial Systems in Under-Bridge August 2017 Inspection 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Sattar Dorafshan, Marc Maguire, Nathan V. Hoffer, Calvin Coopmans 9. Performing Organization Name and Address 10.