Development of Multiple-Choice Default Load Spectra Inputs Based on Road Types for the Texas Mechanistic-Empirical Flexible Pavement Design System

Author:

Zhang Jun1ORCID,Zhou Fujie2,Hu Sheng3ORCID,Mahmoud Enad4,Walubita Lubinda F.5

Affiliation:

1. Postdoctoral Research Associate, Materials and Pavements Div., Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135 (corresponding author). ORCID: .

2. Senior Research Engineer, Materials and Pavements Div., Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.

3. Associate Research Engineer, Materials and Pavements Div., Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135. ORCID: .

4. Deputy Director, Materials and Tests Div., Texas Dept. of Transportation, Austin, TX 78701.

5. Research Scientist, Materials and Pavements Div., Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference15 articles.

1. ACPA (American Concrete Pavement Association). n.d. “Total ESAL calculator.” Accessed May 1 2021. http://www.apps.acpa.org/apps/ESAL.aspx.

2. Development, Calibration, and Validation of a New M-E Rutting Model for HMA Overlay Design and Analysis

3. Load spectra–incorporated fatigue cracking model implementation and case study;Hu S.;Transp. Res. Rec.,2017

4. Huang, Y. H. 2004. Pavement analysis and design. London: Pearson Education.

5. Characterization and development of truck axle load spectra for implementation of new pavement design practices in Louisiana;Ishak S.;Transp. Res. Rec.,2010

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