Construction Inspection Guide For Bridge Deck And Substructure Cathodic Protection
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Author | : U.s. Department of Transportation |
Publisher | : Createspace Independent Publishing Platform |
Total Pages | : 30 |
Release | : 2012-10-26 |
Genre | : Bridges |
ISBN | : 9781480191730 |
This guide provides bridge related definitions and corresponding commentaries, as well as the framework for a systematic approach to a preventive maintenance program. The goal is to provide guidance on bridge preservation. This guide is intended for Federal, State, and local bridge engineers, area engineers, bridge owners, and bridge preservation practitioners.
Author | : Jack E. Bennett |
Publisher | : Strategic Highway Research Program (Shrp) |
Total Pages | : 316 |
Release | : 1993 |
Genre | : Technology & Engineering |
ISBN | : |
This document provides explanation, guidance, and direction concerning cathodic protection of concrete bridge elements to the highway engineer who wants to incorporate cathodic protection in a bridge project. The manual which provides background information on corrosion fundamentals, is divided into 3 parts: design, construction, and operation and maintenance. An appendix provides standard specifications for cathodic protection systems for both decks and substructures. The document is intended to be a useful reference for engineers who design and prepare specifications or who oversee turnkey operations.
Author | : United States. Superintendent of Documents |
Publisher | : |
Total Pages | : 1068 |
Release | : 1993 |
Genre | : Government publications |
ISBN | : |
February issue includes Appendix entitled Directory of United States Government periodicals and subscription publications; September issue includes List of depository libraries; June and December issues include semiannual index
Author | : |
Publisher | : |
Total Pages | : 1070 |
Release | : 1993 |
Genre | : Government publications |
ISBN | : |
Author | : Michael A. Ritter |
Publisher | : |
Total Pages | : 500 |
Release | : 2005 |
Genre | : Technology & Engineering |
ISBN | : 9781410221919 |
Timber's strength, light weight, and energy-absorbing properties furnish features desirable for bridge construction. Timber is capable of supporting short-term overloads without adverse effects. Contrary to popular belief, large wood members provide good fire resistance qualities that meet or exceed those of other materials in severe fire exposures. From an economic standpoint, wood is competitive with other materials on a first-cost basis and shows advantages when life cycle costs are compared. Timber bridges can be constructed in virtually any weather conditions, without detriment to the material. Wood is not damaged by continuous freezing and thawing and resists harmful effects of de-icing agents, which cause deterioration in other bridge materials. Timber bridges do not require special equipment for installation and can normally be constructed without highly skilled labor. They also present a natural and aesthetically pleasing appearance, particularly in natural surroundings. The misconception that wood provides a short service life has plagued timber as a construction material. Although wood is susceptible to decay or insect attack under specific conditions, it is inherently a very durable material when protected from moisture. Many covered bridges built during the 19th century have lasted over 100 years because they were protected from direct exposure to the elements. In modem applications, it is seldom practical or economical to cover bridges; however, the use of wood preservatives has extended the life of wood used in exposed bridge applications. Using modem application techniques and preservative chemicals, wood can now be effectively protected from deterioration for periods of 50 years or longer. In addition, wood treated with preservatives requires little maintenance and no painting. Another misconception about wood as a bridge material is that its use is limited to minor structures of no appreciable size. This belief is probably based on the fact that trees for commercial timber are limited in size and are normally harvested before they reach maximum size. Although tree diameter limits the size of sawn lumber, the advent of glued-laminated timber (glulam) some 40 years ago provided designers with several compensating alternatives. Glulam, which is the most widely used modem timber bridge material, is manufactured by bonding sawn lumber laminations together with waterproof structural adhesives. Thus, glulam members are virtually unlimited in depth, width, and length and can be manufactured in a wide range of shapes. Glulam provides higher design strengths than sawn lumber and provides better utilization of the available timber resource by permitting the manufacture of large wood structural elements from smaller lumber sizes. Technological advances in laminating over the past four decades have further increased the suitability and performance of wood for modern highway bridge applications.
Author | : |
Publisher | : |
Total Pages | : 834 |
Release | : 1995 |
Genre | : Public works |
ISBN | : |
Author | : Niket M. Telang |
Publisher | : Transportation Research Board |
Total Pages | : 175 |
Release | : 2006 |
Genre | : Bridges |
ISBN | : 0309098564 |
Author | : American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures |
Publisher | : AASHTO |
Total Pages | : 41 |
Release | : 2011 |
Genre | : Bridges |
ISBN | : 1560514965 |
Author | : |
Publisher | : AASHTO |
Total Pages | : 7 |
Release | : 2011 |
Genre | : Technology & Engineering |
ISBN | : 1560514973 |
The Guide Manual for Bridge Element Inspection builds on the element-level condition assessment methods developed in the AASHTO Guide for Commonly Recognized Structural Elements, which it replaces. Improvements have been made to fully capture the condition of the elements by reconfiguring the element language to utilize multiple distress paths within the defined condition states. The multi-path distress language provides the means to fully incorporate all possible defects within the overall condition assessment of the element. The overall condition of an element can be utilized in this aggregate form, or broken down into specific defects present as desired by the agency for Bridge Management System (BMS) use. The Bridge Element Inspection Manual provides a comprehensive set of bridge elements that is designed to be flexible in nature to satisfy the needs of all agencies. The complete set of elements capture the components necessary for an agency to manage all aspects of the bridge inventory utilizing the full capability of a BMS -- Publisher's website.
Author | : Iowa Transportation Center |
Publisher | : |
Total Pages | : 36 |
Release | : 1993 |
Genre | : |
ISBN | : |