Durability of in-place concrete containing high-range water-reducing admixtures.

Author(s)
Whiting, D. & Schmitt, J.
Year
Abstract

This report documents and presents the results of a field study of the durability of portland cement concrete highway wearing surfaces containing high-range water-reducing admixtures. Durability surveys were carried out on 12 structures ranging from 4 to 12 years of age. These structures included highway bridge decks, bridge deck overlays, and pavements. The total area affected by very light to moderate scaling was minor, amounting to less than 4 percent of the area surveyed. Less than 1/2 percent was characterized by medium to heavy scaling, where coarse aggregate particles were significantly exposed. A three-parameter performance model including water-cement ratio, amount of entrained air removed from the surface, and air-void spacing factor was developed and offered reasonable correlation with the field observations. The findings of the study indicate that high quality, durable concrete can be produced using high-range water-reducing admixtures.

Publication

Library number
881516 ST S
Source

Washington, D.C., Transportation Research Board TRB, 1987, 72 p., 51 ref.; National Cooperative Highway Research Program NCHRP ; Report 296 - ISSN 0077-5614 / ISBN 0-309-04565-7

Our collection

This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.