Impact of assumed versus measured vehicle distributions on county road flexible pavement design.

Author(s)
Timm, D.H. & Skok, E.L.
Year
Abstract

Accurate characterization of traffic is critical to the design of pavement structures. At the low-volume road level, a common practice is to use assumed vehicle type distributions based on statewide or regional studies instead of measuring the traffic for a particular location. The impact of this practice was investigated, and equivalent single-axle loads determined from measured vehicle distributions on 29 county roads in Minnesota were compared with those calculated from assumed distributions. It was found that significant differences exist between the assumed distribution and the measured distribution. Additionally, the impact of using assumed distributions on the structural design of flexible pavements was investigated. With data collected from 21 different county roads in Minnesota, it was found that using assumed distributions can result in over- or underdesigned pavements, with asphalt concrete thicknesses often deviating by more than 50 mm (2 in.). Based on the results, it was recommended that Minnesota counties begin to evaluate when more detailed traffic studies are warranted to improve their designs and use of resources. This paper is also available on CD-ROM (see C 30152 CD-ROM).

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Publication

Library number
C 30131 (In: C 30100 S [electronic version only]) /22 /23 / IRRD E824899
Source

In: Eight International Conference on Low-Volume Roads 2003 : papers presented at the Eight International Conference on Low-Volume Roads, Reno, Nevada, June 22-25, 2003, Volume 2, Transportation Research Record TRR 1819, p. 244-250, 6 ref.

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