AASHTO Maintenance Manual for Roadways and Bridges
Author : Kenneth A. Brewer
Publisher : AASHTO
Page : 373 pages
File Size : 45,51 MB
Release : 2007
Category : Bridges
ISBN : 1560513764
Author : Kenneth A. Brewer
Publisher : AASHTO
Page : 373 pages
File Size : 45,51 MB
Release : 2007
Category : Bridges
ISBN : 1560513764
Author : Institution of Civil Engineers (Great Britain)
Publisher : Institution of Civil Engineers
Page : 0 pages
File Size : 13,85 MB
Release : 2008
Category : Bridges
ISBN : 9780727734525
Addresses key topic within bridge engineering, from history and aesthetics to design, construction and maintenance issues. This book is suitable for practicing civil and structural engineers in consulting firms and government agencies, bridge contractors, research institutes, and universities and colleges.
Author : American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures
Publisher :
Page : 86 pages
File Size : 49,28 MB
Release : 1990
Category : Bridges
ISBN :
Author : U.s. Department of Transportation
Publisher : Createspace Independent Publishing Platform
Page : 30 pages
File Size : 32,99 MB
Release : 2012-10-26
Category : 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 :
Publisher : Transportation Research Board
Page : 139 pages
File Size : 37,60 MB
Release :
Category :
ISBN :
Author : Federal Highway Administration
Publisher : Independently Published
Page : 262 pages
File Size : 19,47 MB
Release : 2020-07-21
Category :
ISBN :
Tunnels represent a significant financial investment with challenging design, construction, and operational issues. Tunnels that are not adequately maintained usually require more costly and extensive repairs. To help safeguard tunnel users and to ensure reliable levels of service, the FHWA developed the National Tunnel Inspection Standards (NTIS), the Tunnel Operations Maintenance Inspection and Evaluation (TOMIE) Manual, and the Specifications for National Tunnel Inventory (SNTI). In accordance with the NTIS, this Manual describes methods for improving the safety and performance of roadway tunnel operation, maintenance, inspection, and evaluation programs.
Author : Ken Skorseth
Publisher :
Page : 112 pages
File Size : 43,63 MB
Release : 2000
Category : Gravel roads
ISBN :
The purpose of this manual is to provide clear and helpful information for maintaining gravel roads. Very little technical help is available to small agencies that are responsible for managing these roads. Gravel road maintenance has traditionally been "more of an art than a science" and very few formal standards exist. This manual contains guidelines to help answer the questions that arise concerning gravel road maintenance such as: What is enough surface crown? What is too much? What causes corrugation? The information is as nontechnical as possible without sacrificing clear guidelines and instructions on how to do the job right.
Author : American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures
Publisher : AASHTO
Page : 41 pages
File Size : 43,49 MB
Release : 2011
Category : Bridges
ISBN : 1560514965
Author : Highways Agency
Publisher : The Stationery Office
Page : 132 pages
File Size : 34,65 MB
Release : 2007-06-11
Category : Technology & Engineering
ISBN : 9780115527982
Dated May 2007. This title, and its companion volume 1 "Reference manual" (ISBN 9780115527975), supersede "Bridge inspection guide" (1984, ISBN 9780115506383)
Author : Michael A. Ritter
Publisher :
Page : 500 pages
File Size : 36,1 MB
Release : 2005
Category : 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.