00156021

Component

http://onlinepubs.trb.org...s/trr/1976/604/604-004.pdf

http://scholar.google.com...elch&publication_year=1976

Fifty-eight pipe culvert installations were sampled for durability characteristics; the samples were assigned a relative pipe rating value for the purpose of numerical analyses and correlation with corrosive environmental soil and water conditions. The independent variables used included chemical composition of the water and soil, pH, total soluble salt content minimum resistivity, resistivity at the naturally occurring soil moisture content, resistivity using the corrosponding field water, and age of the pipe. Results indicate the total soluble salts is a more significant factor than any single soluble salt content in predicting the performance of pipe material. All soil sites examined eventually reached a soluble salt content of 0.8 percent. The corrosive effects of the solubles peak at approximately the 5 percent level. The effects of pH and minimum resistivity are found to be higher at the lower soluble salt content (less than 1.5 percent), and both loss their dominance at higher salt concentrations. Minimum resistivity, in particular, loses its effect on pipe life expectancies at a solubles content greater than 1.5 or 2 percent. The criterion used to predict pipe performance correlates very well with field observations and varies only in areas beyond the limits of the selection criteria. /Author/

Publication of this paper sponsored by Committee on Corrosion. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

01411458

pp 20-24

1976

Transportation Research Record

030902577X

Digital/other

Figures (4) ; References (4) ; Tables (1)

Corrosion; Corrosion protection; Durability; Electrical resistivity; Moisture content; pH value; Pipe culverts; Protective coatings; Ratings; Soils; Soluble salts; Water

Geotechnology; Highways; Materials

TRIS, TRB

Aug 4 1977 12:00AM

• CATHODIC PROTECTION OF BRIDGE DECKS: A STUDY OF THREE ONTARIO BRIDGES
• DESIGN AND CONSTRUCTION OF CONVENTIONAL BRIDGE DECKS THAT ARE RESISTANT TO SPALLING
• ELECTROCHEMICAL REMOVAL OF CHLORIDES FROM CONCRETE BRIDGE DECKS
• FUNDAMENTALS OF CORROSION
• LABORATORY CORROSION TESTS OF GALVANIZED STEEL IN CONCRETE
• USE OF CHARACTERISTIC CURVES IN THE DESIGN OF ELASTOMERIC PAVEMENT SEALS