Performance Evaluation of Bridge Deck Protection Systems PDF Download
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Author: M. G. Hagen
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 70
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Book Description
Author: M. G. Hagen
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 70
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Book Description
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 39
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Author: Minnesota. Department of Transportation. Research and Standards Section
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 84
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Author: Robert G. Tracy
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 54
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Author: Yunping Xi
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 166
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Book Description
Corrosion of reinforced concrete structures has been a significant problem for many state and transportation agencies since the application of deicing salts was introduced. Much research has been conducted to develop corrosion protection systems that can prolong the life span of reinforced concrete structures. The Colorado Department of Transportation (CDOT) has several routine and experimental measures to prevent corrosion of the rebar including epoxy-coated rebar, calcium nitrite admixture, organic corrosion inhibitors, a thick cover of quality concrete, and a waterproofing membrane covered by an asphalt overlay. An extensive literature review was performed to collect information on various corrosion protection systems that have been used in the U.S. and around the world. Current CDOT practices in terms of corrosion protection measures were reviewed. A draft inspection plan for Colorado's bridge structures was proposed.
Author: John E. LaCroix
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 42
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Author: Irene K. Battaglia
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 26
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Author: Khossrow Babaei
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 254
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Book Description
This study develops a methodology for field appraisal and evaluates the effectiveness of three selected waterproofing membrane installations presently in service in the State of Washington. Based on the information obtained, none of the test installations had completely sealed the passage of salt into the concrete decks. "Active" and "uncertain" corrosion potentials existed at the rehabilitated portions; however, a decrease in corrosion activity since the time of rehabilitation was noted. Concrete deterioration after rehabilitation has occurred mainly within the boundaries of the repair work and original conrete, and it is more evident in areas with a shallower rebar depth. It is recommended that future research include a greater number of bridge decks. In addition, service life performance data should be obtained through long-range monitoring of the installations.
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 466
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Author: C. Ceccarelli
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
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