New Developments in Steel Reinforcement Protection From Corrosion

Due to life-cycle costs considerations, the Federal Highway Administration has required that all their new bridge structures have a service life of more than 75 years. The practical use of adequate concrete cover, low water/cement ratio, and corrosion inhibitors and admixtures are not enough to satisfy this requirement. Corrosion still affects the reinforcing steel through the diffusion of chlorides. The steel reinforcement, the last line of defense, has to be addressed in order to protect reinforced concrete structures from corrosion and thus extend the service life. Today, new cost-effective technology has surfaced to address the problem. Nuovinox Stainless-steel clad reinforcing bars, fusion bonded epoxy (3M Skotchkot 426) and the recent Dual Phase Ferritic Martensitic bars (MMFXI/II steels) have emerged. This study describes each new reinforcement protection technology and compares them through cost, service life, availability and resistance considerations. The comparisons show that stainless-steel clad bars have the advantage over all other new reinforcement types. The fusion bonded epoxy closely followed while the MMFX steel, because of its lack of exposure, came in last. A prudent combination of the standard corrosion protection methods with these new technologies in steel reinforcement can potentially provide a cost-effective service of more than 75 years to a structure. Thesis Supervisor: Jerome J. Connor Title: Professor of Civil and Environmental Engineering Acknowledgements This research study was possible thanks to Prof. Jerome Connor and Lisa Grebner who helped proofread the material not once but several times. Thanks go to her for guidance in these past few weeks of non-stop work. Special thanks go to Michael Abrahams and Parsons Brinckerhoff for allowing the use of information gathered during the Summer of 2000. Great thanks go to the Department of Civil and Environmental Engineering at MIT for their generosity, special thanks go to Rafael Bras, Pat Dixon and Cynthia Stewart. Mi Familia: thanks to Pascual De Rojas, Margarita Pando, Gisselle De Rojas, Pascual De Rojas III, Raquel De Rojas, Mario De Rojas, Peter Vidal, Martha y Julio, Yoyi y Nick, Manuel Prendes, Amanda Carri6n and everyone else who supported and helped me cope with five years of MIT. Those who inspire me: Mario Pando, Camelia Pando, Evora De Rojas. This Thesis is dedicated to the memory of Pascual De Rojas Sr., great grandfather and inspiration. Massachusetts Institute of Technology 3 Table of