Abstract
Traditionally, moisture damage in asphalt is determined by laboratory testing of liquid asphalt binder, loose mix, and (or) solid asphalt concrete samples under wet and dry conditions. Yet some asphalt mixes pass such laboratory moisture damage tests but show poor moisture damage potential in the field. To this end, this study presents asphalt constituents such as mastic and matrix testing for true evaluation of field moisture damage in asphalt concrete. Three mixes included in this study have almost identical laboratory moisture damage potential, but coarse mix (SP-III) has higher field moisture damage potential than two fine mixes (SP-B, SP-C). Related to these mixes, three mastics namely natural fines (NF), crushed fines (CF), and combined natural and crushed fines (NF+CF) are tested using a dynamic shear rheometer (DSR) at varying temperature and frequency. Also, matrix materials passing #4 sieve is tested in DSR, tension, pull-off, and direct shear loadings. It is shown that mastic and matrix test re...
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