Technical Notes
Jun 26, 2013

Validation of TMG Traffic Data Check Algorithms

Publication: Journal of Transportation Engineering
Volume 139, Issue 11

Abstract

Several state DOTs utilize the statistics presented in the Federal Highway Administration (FHWA)’s version of the traffic monitoring guide (TMG) to conduct weigh-in-motion (WIM) data quality checks for DARWin-ME traffic load spectra data preparation. Because the data check statistics in the guide were originally developed in the early 1990s, there is a need to reexamine its continuing use in up-to-date truck traffic streams. This paper aims to validate the TMG data check algorithms using WIM data from the long-term pavement performance (LTPP) special pavement study (SPS) traffic pooled-fund study. Cluster analysis is performed to identify similar traffic patterns, and the statistical summary for each data check criterion is obtained. Subsequently, the statistics based on the pooled fund data are compared to those recommended in the TMG. The results of the paper conclude that the data check criteria in the TMG guide are still valid for most of the sites; however, users should be alert that the guide also acknowledges WIM stations with exceptional patterns. This study presents a framework to check the suitableness of using the guide for such cases.

Get full access to this article

View all available purchase options and get full access to this article.

References

Applied Research Associates Inc. (ARA). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” NCHRP 1-37A Rep., Urbana Champion, IL.
Coree, B., Ceylan, H., and Harrington, D. (2005). “Implementing the mechanistic-empirical pavement design guide.” Technical Rep., Iowa State Univ., Ames, IA.
Dzotepe, G., and Ksaibati, K. (2010). Implementation of the mechanistic-empirical pavement design guide (MEPDG), Univ. of Wyoming, Laramie, WY.
Federal Highway Administration (FHWA). (2001). Traffic monitoring guide, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Hallenbeck, M. (1994). “WIM data quality assurance.” National Traffic Data Acquisition Conf. (NATDAC ‘94) Proc. Vol. II, Rocky Hill, CT, 251–266.
Kwon, T. M. (2009). “Development of data warehouse and applications for continuous vehicle class and weigh-in-motion data.” Univ. of Minnesota–Duluth, Duluth, MN.
Long-Term Pavement Performance (LTPP). (2004). “Long-term pavement performance (LTPP) specific pavement study (SPS) traffic data collection.” TPF-5 FHWA, Washington, DC.
Ramachandran, A. N., Kent, L. T., Stone, J. R., and Sajjadi, S. S. (2011). “NCDOT quality control methods for weigh-in-motion data.” Public Works Manage. Policy, 16(1), 3–19.
Smith, B. C., and Diefenderfer, B. K. (2010). Analysis of Virginia-specific traffic data inputs for use with the mechanistic-empirical pavement design guide, Virginia Transportation Research Council, Charlottesville, VA.
Sridhar, B. K. (2008). Characterization and development of axle load spectra to enhance pavement design and performance on the basis of new mechanistic empirical design guide in Louisiana, Louisiana State Univ., Baton Rouge, LA.
Tran, N. H., and Hall, K. D. (2007). “Development and influence of statewide axle load spectra on flexible pavement performance.”, Transportation Research Board, Washington, DC, 106–114.
Wang, K. C. P., Li, Q., Hall, K. D., Nguyen, V., and Xiao, D. X. (2011). “Development of truck loading groups for the mechanistic-empirical pavement design guide (MEPDG).” J. Transp. Eng., 137(12), 1–8.
Wei, T., and Fricker, J. D. (2003). Weigh-in-motion data checking and imputation, Purdue Univ., West Lafayette, IN.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 11November 2013
Pages: 1141 - 1145

History

Received: Dec 14, 2012
Accepted: Jun 24, 2013
Published online: Jun 26, 2013
Published in print: Nov 1, 2013
Discussion open until: Nov 26, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Qiang Joshua Li [email protected]
A.M.ASCE
School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078 (corresponding author). E-mail: [email protected]
Kelvin C. P. Wang [email protected]
M.ASCE
Professor, School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078. E-mail: [email protected]
Vu Nguyen
School of Civil Engineering, Oklahoma State Univ., Stillwater, OK 74078.
Zhongjie “Doc” Zhang
Louisiana Department of Transportation, Baton Rouge, LA 70804.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share