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- W649246372 abstract "Six asphalt concrete mixes were tested to examine the effect of variations in aggregate gradations. The properties investigated were creep behavior as a measure of rutting potential, split tensile strength as an indicator of fatigue resistance, and the Marshall mix parameters. Each mix was tested with five gradation variations that were selected to represent the maximum variations typically encountered on a paving project. The job mix formula (JMF) gradation served as the control. Two other gradations represented the extreme fine (FINE) and coarse (COARSE) deviations from the JMF. The remaining two gradations crossed from one extreme (e.g., coarse) on the largest aggregate size to the other extreme (e.g., fine) on the smallest (#200 sieve) size. These were called the COARSE-FINE and FINE-COARSE gradations. The greatest effect to mix properties was observed with the COARSE-FINE and FINE-COARSE gradations that caused a change in the shape of the gradation curves. This suggests that, in addition to the individual sieve size tolerance limits normally included in asphalt construction specifications, consideration should be given to including a control on the shape of the gradation curve. Also included in the study are relative life analyses that can be used as the basis for the development of pay adjustment schedules for Quality Assurance specifications and for mix that does not quite comply with the tolerance limits under traditional specifications." @default.
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- W649246372 date "1989-08-01" @default.
- W649246372 modified "2023-09-26" @default.
- W649246372 title "ASPHALT GRADATION VARIATION. FINAL REPORT" @default.
- W649246372 hasPublicationYear "1989" @default.
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