Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Development of a Simplified Flexible Pavement Design Protocol for New York State Department of Transportation Based on the AASHTO Mechanistic-Empirical Pavement Design Guide, Technical Summary
This report summarizes the local calibration of the distress models for the Northeast (NE) region of the United States and the development of new design tables for new flexible pavement structures. Design, performance, and traffic data collected on the Long-Term Pavement Performance (LTPP) sites in the NE region of the United States were used to calibrate the distress models. First, the AASHTOWare Pavement ME Design 2.1 with global calibration factors was used to compare the predicted and measured distress values. The local bias was assessed for all distress models except for the longitudinal cracking model; it was found the bias existed for this model even after calibration. The thermal cracking model was not calibrated because of inaccurate measured data. The calibration improved the prediction capability of the rutting, fatigue cracking, and smoothness prediction models.
Development of a Simplified Flexible Pavement Design Protocol for New York State Department of Transportation Based on the AASHTO Mechanistic-Empirical Pavement Design Guide, Technical Summary
This report summarizes the local calibration of the distress models for the Northeast (NE) region of the United States and the development of new design tables for new flexible pavement structures. Design, performance, and traffic data collected on the Long-Term Pavement Performance (LTPP) sites in the NE region of the United States were used to calibrate the distress models. First, the AASHTOWare Pavement ME Design 2.1 with global calibration factors was used to compare the predicted and measured distress values. The local bias was assessed for all distress models except for the longitudinal cracking model; it was found the bias existed for this model even after calibration. The thermal cracking model was not calibrated because of inaccurate measured data. The calibration improved the prediction capability of the rutting, fatigue cracking, and smoothness prediction models.
Development of a Simplified Flexible Pavement Design Protocol for New York State Department of Transportation Based on the AASHTO Mechanistic-Empirical Pavement Design Guide, Technical Summary
S. A. Romanoschi (Autor:in) / A. Q. Abdullah (Autor:in)
2017
2 pages
Report
Keine Angabe
Englisch
Construction Equipment, Materials, & Supplies , Road Transportation , Transportation , Civil, Construction, Structural, & Building Engineering , Materials Sciences , Mechanistic Empirical Pavement Design Guide (MEPDG) , Simplified Flexible Pavement , Distress models , Local calibration , Development activities , Technical summary , Design protocol , New York State Department of Transportation (NYSDOT)
Mechanistic Evaluation of AASHTO Flexible Pavement Design Equations
| British Library Online Contents | 1994
| British Library Online Contents | 2015