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Title: Perpetual Pavement Design Analysis
Accession Number: 01624312
Record Type: Component
Abstract: In 2005 the Kansas Department of Transportation constructed four perpetual pavement sections on US-75 near Sabetha, Kansas, as a collectively viable alternative to full-depth asphalt pavements. These sections were designed under the assumption that horizontal tensile strain at the bottom of the asphalt concrete layer remains below the mixture fatigue endurance limit. This study re-analyzed these perpetual pavement sections using PerRoad and AASHTOWare Pavement ME Design software to investigate tensile strains at the bottom of the bituminous base. Fatigue lives of these sections were also evaluated based on bottom-up cracking. Tensile strains were computed using EVERCALC software from recently collected falling weight deflectometer (FWD) deflection data. Results showed that, compared to the AASHTOWare Pavement ME Design software, PerRoad predicted higher tensile strain values at the bottom of the bituminous base. However, predicted strain values derived from the mechanistic-empirical response models were lower than tensile strains computed using moduli from the FWD deflection data. The required asphalt thickness designed with PerRoad was also relatively higher than the asphalt thickness resulting from the AASHTOWare Pavement ME Design software throughout a 50-year design period. Full-depth cores collected from the crack locations did not show any bottom-up cracking.
Supplemental Notes: This paper was sponsored by TRB committee AFD80 Standing Committee on Pavement Structural Modeling and Evaluation.
Monograph Title: Monograph Accession #: 01618707
Report/Paper Numbers: 17-02653
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Islam, ShuvoSufian, AbuHossain, MustaqueMiller, RichardLeibrock, ChristopherPagination: 15p
Publication Date: 2017
Conference:
Transportation Research Board 96th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; Photos; References; Tables
TRT Terms: Identifier Terms: Geographic Terms: Subject Areas: Design; Highways; Pavements
Source Data: Transportation Research Board Annual Meeting 2017 Paper #17-02653
Files: TRIS, TRB, ATRI
Created Date: Dec 8 2016 11:00AM
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