Corrosion Protection: Concrete Bridges



PUBLICATION NO. FHWA-RD-98-088
SEPTEMBER 1998

DOT Logo

US Department of Transportation
Federal Highway Administration

Research and Development
Turner-Fairbank Highway Research Center
6300 Georgetown Pike
McLean, VA 22 101-2296


Image of Bridge

 

FOREWORD

The Federal Highway Administration recognized the problem of premature corrosion of reinforced concrete bridges in the early 1970's and established corrosion protection as one of its high-priority areas (HPA's) for research.

This report summarizes the research performed over the last 15 to 25 years of developing various cost-effective corrosion protection systems for both new structures and rehabilitating existing salt-contaminated, reinforced and prestressed concrete bridges.

Other forthcoming reports from Structures HPA's are: Geotechnical Engineering; Hydraulics/Scour; Seismic Protection; Corrosion Protection-Steel Bridges, and Timber Bridges.

This report will be of interest to owners, bridge engineers, consultants, and designers of reinforced and prestressed concrete bridges who are involved in the design, construction, maintenance, and rehabilitation of these structures.

James D. Cooper for

 

 

 

 

Charles J. Nemmers
Director, Office of Engineering
Research and Development

NOTICE

This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. This report does not constitute a standard, specification, or regulation.

The United States Government does not endorse products or manufacturers. Trade of manufacturers' names appear herein only because they are considered essential to the object of this document.


Technical Report Documentation Page

1. Report No.

FHWA-RD-98-088

2. Government Accession No. 3. Recipient's Catalog No.

4. Title and Subtitle

CORROSION PROTECTION - CONCRETE BRIDGES

5. Report Date

September 1998

6. Performing Organization Code

 

7. Author(s)

Y. Paul Virmani and Gerardo G. Clemena*

8. Performing Organization Report No.

 

9. Performing Organization Name and Address

Turner-Fairbank Highway Research Center
6300 Georgetown Pike
McLean, Virginia 22102 - 2296

10. Work Unit No. (TRAIS)

 

11. Contract or Grant No.

 

12. Sponsoring Agency Name and Address

Office of Engineering Research and Development
Federal Highway Administration
6300 Georgetown Pike
McLean, Virginia 22102 -2296

13. Type of Report and Period Covered

Final Report

14. Sponsoring Agency Code

15. Supplementary Notes

* Virginia Transportation Research Council
530 Edgemont Road
Charlottesville, Virginia 22903

16. Abstract

Premature corrosion of reinforcing steel has caused many concrete bridges in the United States to deteriorate before their design life was attained. Recognizing the burden that reinforcing steel corrosion imposes on natural resources, the Federal Highway Administration established Corrosion Protection for Concrete Bridges as one of the high-priority areas (HPAs) in its Structures Research Program. This HPA had two main objectives: (1) To develop effective and economical methodologies for arresting or reducing the extent of steel corrosion due to chloride-contamination of concrete bridges, thereby reducing maintenance costs of existing concrete bridges and minimizing interruption to traffic and, (2) To develop sound design and construction practices and materials for preventing corrosion of reinforcement in new structures, hence minimizing future deterioration. To meet these objectives, several research programs were developed and pursued in this HPA. This report summarizes the progress made through research efforts conducted under these programs.

Other reports will summarize progress from Structures High-Priority Programs for: Geotechnical Engineering; Hydraulics/Scour; Seismic Protection; Corrosion Protection - Steel Bridges; and Timber Bridges.

 

17. Key Words
Steel corrosion in concrete, chloride ions, reinforced concrete, prestressed concrete, epoxy-coated rebars, alternative rebars, corrosion inhibitors, cathodic protection, electrochemical chloride extraction, grouting, inspection of concrete.
18. Distribution Statement
No restrictions. This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161.

19. Security Classif. (of this report)

Unclassified

20. Security Classif. (of this page)

Unclassified

21. No. of Pages

72

22. Price

Form DOT F 1700.7 (8-72)

Reproduction of this page authorized

 

SI* (Modern Metric) Conversion Factors

Approximate Conversions to SI Units
Symbol When You Know Multiply By To Find Symbol
Length

in inches 25.4 millimeters mm
ft feet 0.305 meters m
yd yards 0.914 meters m
mi miles 1.61 kilometers km
Area

in2 square inches 645.2 square millimeters mm2
ft2 square feet 0.093 square meters m2
yd2 square yards 0.836 square meters m2
ac acres 0.405 hectares ha
mi2 square miles 2.59 square kilometers km2
Volume

fl oz fluid ounces 29.57 milliliters ml
gal gallons 3.785 liters l
ft3 cubic feet 0.028 cubic meters m3
yd3 cubic yards 0.765 cubic meters m3
Mass

oz ounces 28.35 grams g
lb pounds 0.454 kilograms kg
T short tons (2000 lbs) 0.907 megagrams Mg
Temperature (exact)

°F Fahrenheit 5(F-32)/9 Celsius °C
temperature or (F-32)/1.8 temperature
Illumination

fc foot-candles 10.76 lux lx
fl foot-Lamberts 3.426 candela/m2 cd/m2
Force and Pressure or Stress

lbf pound-force 4.45 newtons N
psi pound-force
per square inch
6.89 kilopascals kPa


Approximate Conversions from SI Units
Symbol When You Know Multiply By To Find Symbol
Length

mm millimeters 0.039 inches in
m meters 3.28 feet ft
m meters 1.09 yards yd
km kilometers 0.621 miles mi
Area

mm2 square millimeters 0.0016 square inches in2
m2 square meters 10.764 square feet ft2
m2 square meters 1.195 square yards yd2
ha hectares 2.47 acres ac
km2 square kilometers 0.386 square miles mi2
Volume

ml milliliters 0.034 fluid ounces fl oz
l liters .264 gallons gal
m3 cubic meters 35.71 cubic feet ft3
m3 cubic meters 1.307 cubic yards yd3
Mass

g grams 0.035 ounces oz
kg kilograms 2.202 pounds lb
Mg megagrams 1.103 short tons (2000 lb) T
Temperature (exact)

°C Centigrade 1.8 C + 32 Fahrenheit °F
temperature   temperature
Illumination

lx lux 0.0929 foot-candles fc
cd/m2 candela/m2 0.2919 foot-Lamberts fl
Force and Pressure or Stress

N newtons 0.225 poundforce lbf
kPa kilopascals .145 pound-force
per square inch
psi