Preliminary Local Calibration of Performance Prediction Models in AASHTOWare Pavement ME Design for Flexible Pavement Rehabilitation in Oregon

Author:

Rahman Md S.1,Podolsky Joseph H.2ORCID,Scholz Todd3ORCID

Affiliation:

1. Transportation Engineer 2, Connecticut Dept. of Transportation, Pavement Management Unit, 2800 Berlin Turnpike, Newington, CT 06111-4113.

2. Postdoctoral Research Associate, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 174 Town Engineering, Ames, IA 50011-3232 (corresponding author). ORCID: .

3. Senior Associate Pavement Engineer, GeoDesign, Inc., 15575 SW Sequoia Pkwy. Suite 100, Portland, OR 97224-7195. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference17 articles.

1. Banerjee A. J. A. Prozzi and J. P. Aguiar-Moya. 2010. “Calibrating the MEPDG permanent deformation performance model for different maintenance and rehabilitation strategies.” In Proc. 89th Annual Meeting of the Transportation Research Board. Washington DC: Transportation Research Board.

2. Implementing the mechanistic-empirical design guide procedure for a hot-mix asphalt-rehabilitated pavement in Indiana;Galal K.;Transp. Res. Rec.,2005

3. Process and data needs for local calibration of performance models in the AASHTOWARE Pavement ME Software;Haider S. W.;Transp. Res. Rec.,2015

4. Local calibration of mechanistic-empirical pavement design guide rutting model: Minnesota road research project test sections;Hoegh K.;Transp. Res. Rec.,2010

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