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1 Typical gradation control for 12 5 mm 12 in mix
Mix Design and Field Control
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AASHTO T 283 adsorption aggregate blend aggregate characteristics aggregate soundness air voids angle of gyration asphalt aggregate mixes asphalt binder asphalt concrete asphalt content asphalt-aggregate Average value baseline mix climate compacted mix compacted specimens compaction curves Comparison conditioning procedure criteria cycle defined Delphi Group Delphi method densification curves density design gyrations ECS test Environmental Conditioning System ESALs evaluated experiment external factors field control field cores filled with asphalt laboratory compaction laboratory during mix long-term aging LTOA maximum specific gravity measured Medium Medium modified Texas gyratory moisture sensitivity MPa 87 psi nominal maximum number of gyrations number of passes Optimum parameters pavement age pavement depth percent compaction questionnaire resilient modulus rolling wheel compactor sample short-term aging shown in Figure shown in Table SHRP gyratory compactor sieve simulate STOA Superpave mix design tensile strength Texas gyratory compactor traffic level USACOE gyratory variables volumetric properties