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Transition from light to heavier traffic volume and age deterioration necessitated rehabilitation of many miles of roads; tests showed that ideal skid resistant surface is one with sandy texture; asphaltic concrete mixes containing graded material with about 6% voids is desirable; voids prevent asphalt flushing to surface; check tests include standard road roughness, skid coefficient, and surface permeability.
Transition from light to heavier traffic volume and age deterioration necessitated rehabilitation of many miles of roads; tests showed that ideal skid resistant surface is one with sandy texture; asphaltic concrete mixes containing graded material with about 6% voids is desirable; voids prevent asphalt flushing to surface; check tests include standard road roughness, skid coefficient, and surface permeability.
Pavement rehabilitation in Oregon
Pub Works
Webber, R. (author)
Public Works ; 84
1953
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
NTIS | 1992
Engineering Index Backfile | 1951
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