Potential Use of Longer Combination Vehicles in Texas: Second-Year Report

The second year of this study focused on Texas highway corridors carrying heavy truck volumes and examined LCV operations—particularly infrastructure costs—to identify where the highest economic advantage from LCV implementation would be achieved. First an Executive Summary of the entire study describes the two-year findings. Then Chapter 1 provides a short background and summarizes the outlines of both reports. Chapter 2 covers the potential LCV impacts on the pavements of the high volume heavy truck corridors (segments) on the TxDOT system. The work is a fundamental contribution to estimating pavement life and critical in ensuring that any recommended increase of truck size or weight meets the marginal cost rule. The chapter covers the method used to determine pavement life, together with the collection and analysis of data required in the evaluation. It reports the characteristics, analysis, results, and conclusions for each of five Texas corridors. The chapter then summarizes the findings for both rigid and flexible pavement and closes with limitations and recommendations for additional research. Chapter 3 identifies LCV impacts on the bridges identified on the corridors specified in Chapter 2. It describes the method selected to determine bridge impacts, including the traditional moment analysis method and a fatigue moment analysis method that promises greater precision. The LCV types selected for study analysis—97,000 lb tridem, 138,000 lb double 53ft, and a 90,000 lb double 53ft—are then introduced sequentially and the results for both moment methods given. Results are then summarized with one surprising result. Chapter 4 provides the findings regarding users, pavements, and bridges. The major recommendation of the advisory panel was a pilot study of LCV types over a selection of Texas corridors that are economically attractive to truckers. Finally, a series of appendices covered supporting material to the analytical work undertaken in the second year and the presentations made at the final study workshop.

• Record URL:
  • http://www.utexas.edu/research/ctr/pdf_reports/0_6095_2.pdf
• 
• Corporate Authors:

  University of Texas, Austin

  Center for Transportation Research, 1616 Guadalupe Street
  Austin, TX  United States  78701-1255

  University of Texas, San Antonio

  Department of Civil and Environmental Engineering
  One UTSA Circle
  San Antonio, TX  United States  78249-0668

  Texas Department of Transportation

  Research and Technology Implementation Office, P.O. Box 5080
  Austin, TX  United States  78763-5080

  Federal Highway Administration

  1200 New Jersey Avenue, SE
  Washington, DC  United States  20590
• Authors:
  • Walton, C M
  • Harrison, Robert
  • Bienkowski, Bridget
  • Kockelman, Kara
  • Weissmann, Angela Jannini
  • Weissmann, Jose
  • Papagiannakis, A T
  • Yang, Mijia
  • Kunsietty, Jaya Lakshmi
• Publication Date: 2010-10

Language

• English

Media Info

• Media Type: Web
• Edition: Technical Report
• Features: Appendices; Figures; References; Tables;
• Pagination: 97p

Subject/Index Terms

• TRT Terms: Axle load force; Bridges; Heavy duty trucks; High volume roads; Highway corridors; Marginal costs; Pavement performance; Service life; Torque; Tractor trailer combinations
• Uncontrolled Terms: Longer combination vehicles
• Geographic Terms: Texas
• Subject Areas: Bridges and other structures; Motor Carriers; Pavements; Vehicles and Equipment; I60: Maintenance; I90: Vehicles;

Filing Info

• Accession Number: 01354146
• Record Type: Publication
• Report/Paper Numbers: FHWA/TX-11/0-6095-2, 0-6095-2
• Contract Numbers: 0-6095
• Files: TRIS, USDOT, STATEDOT
• Created Date: Oct 19 2011 12:53PM