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Performance of Jointed Concrete Pavements. Volume 2. Evaluation and Modification of Concrete Pavement Design and Analysis Models
A major national field and analytical study has been conducted into the effect of various design features on the performance of jointed concrete pavements. Extensive design, construction, traffic, and performance data were obtained from ninety-five experimental and other concrete pavement sections throughout the country. Field data collected and analyzed included distress, drainage, roughness, present serviceability rating (PSR), deflections, destructive testing (coring and boring), and weigh-in-motion (WIM) on selected sites. The information was compiled into a comprehensive microcomputer database. Projects were evaluated on an individual basis and then compared at a national level to identify performance trends. The performance data was used to evaluate and modify several concrete pavement design procedures and analysis models. The volume investigates the accuracy of several concrete pavement performance models and shows the usefulness of several concrete design and analysis procedures. Performance models evaluated include AASHTO, PREDICT, PEARDARP and PFAULT; design and analysis models evaluated include PMARP, JSLAB, ILLISLAB, CMS, Liu-Lytton, JCP, JCS, and BERM. Based upon the data collected from this and other studies, new prediction models were developed for selected performance indicators.
Performance of Jointed Concrete Pavements. Volume 2. Evaluation and Modification of Concrete Pavement Design and Analysis Models
A major national field and analytical study has been conducted into the effect of various design features on the performance of jointed concrete pavements. Extensive design, construction, traffic, and performance data were obtained from ninety-five experimental and other concrete pavement sections throughout the country. Field data collected and analyzed included distress, drainage, roughness, present serviceability rating (PSR), deflections, destructive testing (coring and boring), and weigh-in-motion (WIM) on selected sites. The information was compiled into a comprehensive microcomputer database. Projects were evaluated on an individual basis and then compared at a national level to identify performance trends. The performance data was used to evaluate and modify several concrete pavement design procedures and analysis models. The volume investigates the accuracy of several concrete pavement performance models and shows the usefulness of several concrete design and analysis procedures. Performance models evaluated include AASHTO, PREDICT, PEARDARP and PFAULT; design and analysis models evaluated include PMARP, JSLAB, ILLISLAB, CMS, Liu-Lytton, JCP, JCS, and BERM. Based upon the data collected from this and other studies, new prediction models were developed for selected performance indicators.
Performance of Jointed Concrete Pavements. Volume 2. Evaluation and Modification of Concrete Pavement Design and Analysis Models
K. D. Smith (author) / A. L. Mueller (author) / M. I. Darter (author) / D. G. Peshkin (author)
1990
306 pages
Report
No indication
English
Highway Engineering , Transportation & Traffic Planning , Transportation , Concrete pavements , Expansion joints , Design criteria , Performance evaluation , Models , Predictions , Pavement condition , Highway maintenance , Pavement wear , Case studies , Concrete slabs , Cracks , Thermal analysis , Concrete durability , Cracking(Fracturing)
Performance of Jointed Concrete Pavements
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