Technical Papers
Nov 23, 2018

Unique Truck Loads on Interstates in Wyoming and Similar States and the Impact on Bridge Safety Design

Publication: Journal of Bridge Engineering
Volume 24, Issue 2

Abstract

Interstate 80 (I-80) through Wyoming carries a large volume of cross-continental trucks and large energy-industry trucks compared to many other states. Moreover, frequent weather closures position trucks side-by-side and end-to-end for miles so that they travel as a convoy once the road opens. The unique truck traffic and traffic patterns of Wyoming potentially create larger demands on bridges than were considered in the development of the national design specifications, and these differences may hold true for other states with unique traffic situations. This study was performed to assess bridge safety (in terms of national design expectations) along the I-80 corridor. Rational load cases for situations of single vehicles and multipresence were developed to model the traffic pattern characteristics thought to exist on I-80 across Wyoming. The 75-year design-life live-load model was applied for reliability studies. Reliability indexes were produced through Monte Carlo simulation. The results indicated that truck traffic and traffic patterns in Wyoming create larger demands than considered in the national specifications. Short multispan bridges were found especially critical. To maintain target-bridge safety, two recommendations were made: (1) specifications should incorporate the published commentary about low-boy tandem load as part of the loading specifications and (2) the state DOT (and that of other states with similar truck-traffic conditions) should increase the live-load factor, γL, for interstate bridges. Recommendations for the live-load factor are presented.

Get full access to this article

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

Acknowledgments

The authors thank Brian Goodrich, Mark Jablin, and Evan O’Toole at Bridge Tech, Inc., Laramie, Wyoming, for project analysis support. The authors also acknowledge the support for this research from Wyoming DOT. Any opinions, findings, conclusions, or recommendations expressed herein are those of the authors and do not necessarily reflect the views of WYDOT.

References

AASHTO. 2014. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.
Barker, M. G., and J. A. Puckett. 2016. Assessment and evaluations of I-80 truck loads and their load effects. FHWA Rep. FHWA-WY-17/02F. Prepared for Wyoming DOT. Laramie, WY: Bridge Tech.
Kulicki, J. M., Z. Prucz, C. M. Clancy, D. R. Mertz, and A. S. Nowak. 2007. Updating the calibration report for AASHTO LRFD code. NCHRP Project 20-07, Task 186. Prepared for AASHTO Highway Subcommittee on Bridges and Structures. Harrisburg, PA: Modjeski and Master.
Nowak, A. S. 1999. Calibration of LRFD bridge design code. NCHRP Rep. 368. Washington, DC: Transportation Research Board.
Nowak, A. S., and K. R. Collins. 2013. Reliability of structures. 2nd ed. Boca Raton, FL: CRC.
WYDOT. 2013. WYDOT truck sizes, weights and permits gold book. Cheyenne, WY: Wyoming Highway Patrol.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 24Issue 2February 2019

History

Received: Apr 5, 2018
Accepted: Jun 5, 2018
Published online: Nov 23, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 23, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Michael G. Barker, Ph.D. [email protected]
P.E.
Professor, Civil & Architectural Engineering, Univ. of Wyoming, Laramie, WY 82071 (corresponding author). Email: [email protected]
Jay A. Puckett, Ph.D., F.ASCE [email protected]
P.E.
Professor and Director, Durham School for Architectural Engineering and Construction, Univ. of Nebraska–Lincoln, Lincoln, NE 68588. Email: [email protected]

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.

Cited by

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