Technologies for Improving the Evaluation and Repair of Concrete Bridge Decks
Author :
Publisher :
Page : 294 pages
File Size : 22,16 MB
Release : 1998
Category : Bridges
ISBN :
Author :
Publisher :
Page : 294 pages
File Size : 22,16 MB
Release : 1998
Category : Bridges
ISBN :
Author : David W. Fowler
Publisher : Transportation Research Board
Page : 75 pages
File Size : 24,96 MB
Release : 2011
Category : Technology & Engineering
ISBN : 0309143543
TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 423: Long-Term Performance of Polymer Concrete for Bridge Decks addresses a number of topics related to thin polymer overlays (TPOs). Those topics include previous research, specifications, and procedures on TPOs; performance of TPOs based on field applications; the primary factors that influence TPO performance; current construction guidelines for TPOs related to surface preparation, mixing and placement, consolidation, finishing, and curing; repair procedures; factors that influence the performance of overlays, including life-cycle cost, benefits and costs, bridge deck condition, service life extension, and performance; and successes and failures of TPOs, including reasons for both.
Author : Ziyou Gao
Publisher :
Page : pages
File Size : 16,58 MB
Release :
Category :
ISBN : 9780784411230
Author : Michael M. Sprinkel
Publisher :
Page : 62 pages
File Size : 15,69 MB
Release : 1990
Category : Bridges
ISBN :
The results of a study undertaken to evaluate premixed polymer concrete overlays (PMPCO) over a 3-year period are presented. The PMPCO evaluated were constructed with polyester amide para resin and silica sand 1;. polyester styrene resin 1 and silica sand 2; polyester styrene resin 2, basalt aggregate and coke breeze (for conductivity); polyester styrene resin 2, silica sand 3 and coke breeze; and vinyl ester styrene resin, silica sand 2, and coke breeze. The mixing of the ingredients was done with either portable concrete mixers, mortar mixers, or a continuous batching mobile concrete mixer. The overlays were struck off and consolidated with a vibrating screed or a slip form paver. The report indicates that a nonconductive PMPCO with high bond strength, low permeability, and high skid resistance can be successfully installed by a contractor and opened to traffic after only three hours of curing. The report indicates that a conductive PMPCO with high bond strength and skid resistance can be successfully installed as a secondary anode for a cathodic protection system. Also, it is shown that the special provision for a PMPCO should require the installation of test patches or test sections of overlay prior to placing the final overlay to assure that the surface preparation is adequate and the mixing, installation equipment, procedures, and materials will provide a satisfactory overlay.
Author : United States. Federal Highway Administration
Publisher :
Page : 222 pages
File Size : 19,35 MB
Release : 1984
Category : Highway research
ISBN :
Author :
Publisher :
Page : 704 pages
File Size : 43,17 MB
Release : 1986
Category :
ISBN :
Author :
Publisher :
Page : 464 pages
File Size : 25,98 MB
Release : 1985
Category : Highway research
ISBN :
Author : United States. Federal Highway Administration
Publisher :
Page : 516 pages
File Size : 29,72 MB
Release :
Category : Highway research
ISBN :
Author : United States. Congress. House. Committee on Science, Space, and Technology. Subcommittee on Technology, Environment, and Aviation
Publisher :
Page : 272 pages
File Size : 10,34 MB
Release : 1993
Category : Computer networks
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Author :
Publisher :
Page : 838 pages
File Size : 42,99 MB
Release : 1983
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ISBN :