The report includes presentation of a design method for flexible airfield pavements; findings that the calculated subgrade deflection under a standard wheel load is the best indicator of performance of the pavement as a whole when it is compared with other stress, strain, and deformation values calculated by elastic layer theory; development of a model for predicting temperature cracking; development of relationships between a panel rating of performance and measured deflection and base thickness for the San Diego test road; analysis of sections at the Brampton Test Road by using computer programs for relating pavement response to performance; discussion of possible uses digital filtering techniques on road profile data to find a set of ideal pavement descriptors.
Asphalt Concrete Pavement Design and Evaluation
1974
91 pages
Report
No indication
English
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