Technical Papers
Aug 22, 2012

Potential Impacts of Longer and Heavier Vehicles on Texas Pavements

Publication: Journal of Transportation Engineering
Volume 139, Issue 1

Abstract

This paper discusses the impacts of heavier and longer combination vehicles (LCVs) on the pavements of five major Texas corridors. These corridors were divided into 152 segments presenting uniform pavement properties and truck volumes. For each segment, axle load spectra were estimated for the baseline (existing) scenario and an LCV scenario was developed in concert with industry stakeholders and transportation officials. Axle weight data came from 10 weigh-in-motion stations. Pavement lives under both scenarios were estimated using elastic theory and classical fatigue equations. Non-significant impacts happened when both lives were 30 years or longer, or when the difference between lives was under one year. The LCV scenario had no impact on rigid pavements, decreased the life of some flexible pavements, and was less detrimental than the baseline in segments carrying overweight axles. Annualized overlay cost differences were calculated for all segments with significant LCV impacts. Total cost decreased. This paper’s primary contribution is a viable methodology to verify whether specific increases in vehicle axle or gross or weights have undue impacts on pavement costs.

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Acknowledgments

TxDOT: Dr. Duncan Stewart, Randy Anderson, Raymond Hutchinson, Don Lewis, Jim Randall P.E., and Jeff Tomkins, P.E (Advisory Panel); Cleo Williams, P.E., Michael Carrizales, P.E., and Bill Knowles, P.E. (WIM data); Lorri Pavliska (pavement cross-section data); J. Jeffrey Seiders Jr., P.E. and Bryan Stampley, P.E. (cost data and other pavement data).
Private sector: Ken Allen and Mike Moynahan (HEB Supermarkets), Doug Miller (Frito-Lay), and Matt Stalter (Pepsi/Quaker Oats).
University of Texas System: Bill Marvel (UT-San Antonio) and Robert Harrison (UT-Austin)

References

Ahn, S., Kandala, S., Uzan, J., and El-Basyouny, M. M. (2009). “Comparative analysis of input traffic data and MEPDG output for flexible pavements in the state of Arizona.” TRB 88th Annual Meeting, Transportation Research Board, Washington, DC.
Federal Highway Administration. (1998). “ Life-cycle cost analysis in pavement design.” Pavement Division Interim Technical Bulletin, 〈http://isddc.dot.gov/OLPFiles/FHWA/013017.pdf〉 (April 23, 2009).
Huang, Y. H. (2004). Pavement analysis and design, 2nd Ed., Pearson-Prentice Hall, Upper Saddle River, NJ.
KENPAVE. [Computer software]. Univ. of Kentucky, Lexington, KY.
Mercier, T. (2007). “Bringing harmony to North America’s TS&W regulations, transportation law, logistics, and policy.” MacLeod Dixon. 〈http://www.macleoddixon.com/documents/Bringing_Harmony_to_Truck_Size_Weight_Regs.pdf〉 (June 12, 2008).
National Cooperative Highway Research Program. (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.”, NCHRP and ARA, Inc., ERES Consultants Division, Champaign, Illinois.
North Dakota State. (2010). “Official government portal.” 〈http://www.nd.gov/ndhp/oversize-permit〉 (July 1–3, 2009, Mar. 3–4, 2010).
Papagiannakis, A. T., and Masad, E. A. (2008). Pavement design and materials, Wiley & Sons, Hoboken, NJ.
Portland Cement Association. (1984). Thickness design for concrete highway and street pavements, Skokie, IL.
Texas Dept. of Transportation. (2001). “Traffic data and analysis manual, Section 8: Truck weigh-in-motion data.” TxDOT online manuals, Austin, TX. 〈http://onlinemanuals.txdot.gov/txdotmanuals/tda/truck_weigh_in_motion_data.htm〉 (June 1–5, 2009, Mar. 15–19, 2010).
Texas Dept. of Transportation. (2008). “Pavement design manual.” TxDOT online manuals, Austin, TX. 〈http://onlinemanuals.txdot.gov/txdotmanuals/pdm/index.htm〉 (Oct. 5–7, 2009).
Texas Dept. of Transportation. (2010a). “Highway cost index.” Internal Communication, Index Rep, Austin, TX.
Texas Dept. of Transportation. (2010b). “Texas legal size and weight limits.” TxDOT online manuals, Austin, TX. 〈http://www.dot.state.tx.us/business/motor_carrier/overweight_permit/weight_limits.htm〉 (June 1–5, 2009).
Texas Dept. of Transportation. (2012). “Fiscal year 2012 research program.” Research and Technology Implementation Office (RTI), Austin, TX. 〈http://ftp.dot.state.tx.us/pub/txdot-info/rti/research_program_2012.pdf〉 (Feb. 21, 2012).
Texas Transportation Commission. (2009). Texas transportation needs Rep., Texas 2030 Committee. 〈http://texas2030committee.tamu.edu〉 (Sep. 24, 2010).
Transportation Research Board (TRB). (2002). “Regulation of weights, lengths, and widths of commercial motor vehicles.”, TRB, Washington, DC.
U.S. Dept. of Transportation. (2000). Comprehensive truck size and weight study, (Volume I), Federal Highway Administration, 〈http://www.fhwa.dot.gov/policy/otps/truck/finalreport.htm〉 (Aug. 19, 2008).
U.S. Dept. of Transportation. (2004). Western uniformity scenario analysis—A regional truck size and weight scenario requested by the Western Governors’ Association, Federal Highway Administration, Washington DC. 〈http://www.fhwa.dot.gov/policy/otps/truck/wusr/wusr.pdf〉 (Sep. 16, 2008, Feb. 10, 2010).
U.S. Dept. of Transportation, Bureau of Transportation Statistics. (2009). America’s freight transportation gateways, Research and Innovative Technology Administration (RITA), Washington, DC.
Walton, C. M. et al. (2010a). “Potential use of longer combination vehicles in Texas: First year report.”, The University of Texas, Austin Center for Transportation Research, Austin TX.
Walton, C. M. et al. (2010b). “Potential use of longer combination vehicles in Texas: Second year report.”, Chapter 2, The University of Texas, Austin Center for Transportation Research, Austin TX, 13–43.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 1January 2013
Pages: 75 - 80

History

Received: Mar 5, 2012
Accepted: Jul 9, 2012
Published online: Aug 22, 2012
Published in print: Jan 1, 2013

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Authors

Affiliations

Angela Jannini Weissmann, Ph.D. [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78259 (corresponding author). E-mail: [email protected]
Jose Weissmann, Ph.D. [email protected]
P.E.
M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78259. E-mail: [email protected]
Athanassios Papagiannakis, Ph.D. [email protected]
P.E.
F.ASCE
Chair, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78259. E-mail: [email protected]
Jaya Lakshmi Kunisetty
Research Assistant, Dept. of Civil Engineering, Univ. of Texas at San Antonio.

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