Research Article
Jan 1977
Performance of Asphalt Concrete Pavements
Publication: Transportation Engineering Journal of ASCE
Volume 103, Issue 1
Abstract
The performance of asphalt concrete, cement stabilized granular materials, and unstabilized aggregates are reviewed. Cracking of primary pavements was found to be a more important distress mechanism than rutting. Frost susceptible subbases and bases, low percentages of stabilizing agents and unstabilized base materials having poor gradations and low densities, or both, are important factors resulting in poor performance of pavements. The basic CBR design assumption requiring a minimum depth of material of only gradually increasing CBR value above the subgrade is shown not to be valid for high quality materials. Surface cracking can usually be controlled by attaining low air voids in the asphalt concrete through the use of higher asphalt contents, closer control during mixing and field compaction, and the use of lower viscosity asphalts. The required structural section should probably be selected using the lower measured subgrade strengths particularly for poor subgrade conditions.
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Published In
Transportation Engineering Journal of ASCE
Volume 103 • Issue 1 • January 1977
Pages: 55 - 73
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jan 1977
Published online: Feb 5, 2021
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Authors
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Richard D. Barksdale, M.ASCE
Prof. of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga., and Consultant, Soil Systems, Inc., Marietta, Ga.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.