TECHNICAL PAPERS
Apr 1, 2009

Sampling Protocol for Condition Assessment of Selected Assets

Publication: Journal of Transportation Engineering
Volume 135, Issue 4

Abstract

This study addresses the development of a sampling protocol for condition assessment of selected assets in the state of Maryland. The proposed sampling protocol targets a desired precision and level of confidence in the estimates of levels of service (LOS) for individual assets at each maintenance shop. This work includes the evaluation of the effect of sample size [i.e., number of 0.8km (12mi.) roadway sections] on the accuracy of estimates of LOS. The distribution of sample sizes among the various maintenance shops accounts for factors such as roadway functional classification, average annual daily traffic, geographical location, the approximate distribution of assets, and the variability in estimates of LOS for each individual asset. The implementation of the proposed sampling protocol will allow maintenance personnel to make reasonable inferences regarding the condition level of the entire asset population. This information will be useful to prioritize areas of need and determine levels of funding, personnel, and equipment. Three different variations of the proposed sampling protocol are evaluated. These variations are a function of how sample sizes are calculated: Option 1—sample size based on the asset with the largest number of required samples; Option 2—sample size based on the asset with the largest number of required samples from a selected group of assets; and Option 3—sample size based on the average number of required samples for all assets. It was concluded that, for a given confidence level, if a minimum precision is to be met for all assets, Option 1 should be used. However, if the sample size is to be limited and a minimum precision is to be met only for a selected group of assets, then Option 2 would be the best alternative. The framework proposed in this study can be modified so that it can be applied to other geographical regions.

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Acknowledgments

This study was sponsored by the Maryland State Highway Administration. This financial support is gratefully acknowledged. The writers would also like to acknowledge the contributions and information provided by Len Schultz and Marc Lipnick from the SHA Office of Maintenance, as well as Hua Xiang and Allison Hardt from the SHA Office of Policy and Research, which were essential for the successful completion of the project.

References

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 135Issue 4April 2009
Pages: 183 - 196

History

Received: Feb 27, 2008
Accepted: Aug 11, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009

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Authors

Affiliations

Ricardo A. Medina, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824 (corresponding author). E-mail: [email protected]
Ali Haghani, A.M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.
Nicholas Harris
Formerly, Student Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.

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