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99554 SELECTING APPROPRIATE LONG TERM SOLUTIONS FOR REINFORCED CONCRETE BRIDGE COMPONENTS IN CORROSIVE ENVIRONMENTS

Picture for 99554 SELECTING APPROPRIATE LONG TERM SOLUTIONS
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Product Number: 51300-99554-SG
ISBN: 99554 1999 CP
Author: William T. Scannell, Ali Akbar Sohanghpurwala, Rodney G. Powers, Alberto A. Sagues
Industries: Chemical Inhibitors , Highways & Bridges , Highways & Bridges
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Bridge Engineers and maintenance personnel must often decide what to do with a bridge in order to meet More traffic projections, maintain conformance with current safety standards or otherwise keep the structure in service for decades into the future. Selecting the most technically viable and cost-effective solution for a concrete bridge structure in a corrosive environment is a formidable task. The alternatives typically span the extremes of ‘doing nothing’ to ‘complete replacement of the structure’. Most often however, some type of corrosion prevention.rehabilitation measure is deemed more appropriate and, in these cases, another decision regarding the specific approach to be employed needs to be made. In any case, the process has historically been arduous, with no procedures, standards, or other information available to assist in the analysis. This paper presents a scientifically based, step by step process that has evolved over the last decade for selecting a technically viable and cost-effective solution for a given bridge structure in a corrosive environment. The methodology, which includes mathematical deterioration modeling, is illustrated through three case studies. The case studies also indicate that the new process will have a positive impact on the use of cathodic protection technology.
Bridge Engineers and maintenance personnel must often decide what to do with a bridge in order to meet More traffic projections, maintain conformance with current safety standards or otherwise keep the structure in service for decades into the future. Selecting the most technically viable and cost-effective solution for a concrete bridge structure in a corrosive environment is a formidable task. The alternatives typically span the extremes of ‘doing nothing’ to ‘complete replacement of the structure’. Most often however, some type of corrosion prevention.rehabilitation measure is deemed more appropriate and, in these cases, another decision regarding the specific approach to be employed needs to be made. In any case, the process has historically been arduous, with no procedures, standards, or other information available to assist in the analysis. This paper presents a scientifically based, step by step process that has evolved over the last decade for selecting a technically viable and cost-effective solution for a given bridge structure in a corrosive environment. The methodology, which includes mathematical deterioration modeling, is illustrated through three case studies. The case studies also indicate that the new process will have a positive impact on the use of cathodic protection technology.
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99561 KEY ISSUES IN EVALUATING PERFORMANCE OF DIFFERENT ELECTROCHEMICAL CORROSION PROTECTION SYSTEMS ON REINFORCED CONCRETE STRUCTURES

Product Number: 51300-99561-SG
ISBN: 99561 1999 CP
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99549 LONG-TERM PERFORMANCE OF CATHODIC PROTECTION SYSTEMS ON BRIDGE STRUCTURES IN THE UNITED STATES AND CANADA

Product Number: 51300-99549-SG
ISBN: 99549 1999 CP
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99559 THE USE OF PERMANENT CORROSION MONITORING IN NEW AND EXISTING REINFORCED CONCRETE STRUCTURES

Product Number: 51300-99559-SG
ISBN: 99559 1999 CP
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