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contributor authorRobert L. Peterson
contributor authorKamyar C. Mahboub
contributor authorR. Michael Anderson
contributor authorEyad Masad
contributor authorLaith Tashman
date accessioned2017-05-08T21:17:37Z
date available2017-05-08T21:17:37Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290899-1561%282004%2916%3A1%2878%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45913
description abstractAchieving proper compaction of asphalt pavement is crucial to its longevity and acceptable performance. Laboratory compaction is an essential part of mix design. In order for the mix design process to be effective, laboratory compaction must adequately simulate field compaction. This study used mechanical properties measured with the Superpave shear tester to evaluate field compaction and laboratory compaction. The field compaction consisted of three test sections with different compaction patterns. The laboratory compaction used the Superpave gyratory compactor with adjustments to several parameters. Results of this study indicate that current gyratory protocol produces specimens with significantly different mechanical properties than field cores produced with the same material and compacted to the same air voids. Results also show that adjustments to certain parameters of the gyratory can produce specimens that better simulate the mechanical properties of pavement cores.
publisherAmerican Society of Civil Engineers
titleComparing Superpave Gyratory Compactor Data to Field Cores
typeJournal Paper
journal volume16
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2004)16:1(78)
treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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