Effect of serviceability and roughness at transverse joints on performance and design of plain concrete pavement. Paper presented at the 52nd Annual Meeting of the Highway Research Board HRB, Washington, D.C., January 1973.

Author(s)
Brokaw, M.P.
Year
Abstract

A tentative model for concrete pavement thickness design for a wide range of truck volumes is developed. The model is based on an extensive survey of road roughness obtained by a road meter.

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Publication

Library number
B 7887 (In: B 7847 S) /22/23/ IRRD 212391
Source

In: Highway Research Record HRR No. 471, 1973, p. 91-98, 2 tab., 12 ref.

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