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09514 Integrated Concrete Pier Piling Repair and Corrosion Protection System

Picture for 09514 Integrated Concrete Pier Piling Repair and Corrosion Protection System
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Product Number: 51300-09514-SG
ISBN: 09514 2009 CP
Author: Robert Jamond and Thomas Tehada
Publication Date: 2009
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This paper presents the findings of a Department of Defense Technology Demonstration project, Integrated Concrete Pier Piling Repair and Corrosion Protection System. Reinforced concrete pilings for Piers F12/13 in Pearl Harbor, Hawaii have suffered from significant corrosion of the steel reinforcing bar (rebar) resulting in the loss of load handling capacity due to spalling of the concrete that resulted from the corrosion of the rebar. This project demonstrated an integrated concrete pile repair and corrosion protection system that would reportedly increase the service life of a pier to 20 years in contrast to only six to seven years if the pier pilings containing high chloride levels are only patched.

Keywords: Pearl Harbor, concrete piles, cathodic protection, concrete CP, reinforcing steel, rebar, lifejacket, fiberglass jacket zinc mesh, chloride, Navy, NAVFAC.
This paper presents the findings of a Department of Defense Technology Demonstration project, Integrated Concrete Pier Piling Repair and Corrosion Protection System. Reinforced concrete pilings for Piers F12/13 in Pearl Harbor, Hawaii have suffered from significant corrosion of the steel reinforcing bar (rebar) resulting in the loss of load handling capacity due to spalling of the concrete that resulted from the corrosion of the rebar. This project demonstrated an integrated concrete pile repair and corrosion protection system that would reportedly increase the service life of a pier to 20 years in contrast to only six to seven years if the pier pilings containing high chloride levels are only patched.

Keywords: Pearl Harbor, concrete piles, cathodic protection, concrete CP, reinforcing steel, rebar, lifejacket, fiberglass jacket zinc mesh, chloride, Navy, NAVFAC.
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