Investigation of Poor Ride Quality in Steel-Bridge Girders Made Composite with Concrete Decks

Author:

Jayaseelan Hema1ORCID,Russell Bruce W.2,Abdelmeguid Ibrahim S.3

Affiliation:

1. Assistant Professor of Civil Engineering, Engineering and Computer Science, Cedarville Univ., 251 N. Main St., Cedarville, OH 45314 (corresponding author). ORCID: .

2. Associate Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078.

3. Project Engineer, Structural Engineer, Jacobs, 717 17th St., Denver, CO 80202.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. ASCE. 2017. Infrastructure report card. Reston, VA: ASCE.

2. Early Age Deflections in Newly Rehabilitated Steel Girder Bridges Made Composite with Concrete Slabs

3. ODOT (Oklahoma Dept. of Transportation Bridge Inventory). 2017. Deficient bridges: Replacement and rehabilitation progress. Oklahoma City, Oklahoma: ODOT.

4. Russell, B. W., X. Yang, J. Li, R. Mosier, K. Wang, J. Volz, D. Pittenger, and J. Daily. 2017. Comparative assessment of the current gross and axle truck weight and truck permitting laws in the United States. Final Report, ODOT SP&R Item No. 2271; 126. Oklahoma City: Oklahoma Dept. of Transportation.

5. Trejo D. M. H. Head J. Mander T. Mander M. Henley R. Scott T. Ley and S. Patil. 2011. “Development of a precast bridge deck overhang system.” Technical Rep. No. FHWA/TX-10/0-6100-1. Austin TX: Texas Dept. of Transportation.

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