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contributor authorMayra Reyna
contributor authorVictor M. Garcia
contributor authorJose Garibay
contributor authorImad Abdallah
contributor authorSoheil Nazarian
date accessioned2022-01-30T19:58:07Z
date available2022-01-30T19:58:07Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003175.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266293
description abstractThis paper evaluated alternative test methods to determine the crushing potential of aggregates and documented the influence of aggregate characteristics on the engineering properties of asphalt mixes. Six aggregates sampled from different sources were subjected to various aggregate tests, including the Los Angeles abrasion, micro-Deval, soundness magnesium, and acid insoluble tests. A Superpave mix with a 12.5-mm (1/2-in.) nominal maximum aggregate size gradation was produced with each aggregate source using the same PG 64-22 asphalt binder. The mixtures were produced to investigate the impact of aggregate properties on their volumetric properties as well as the tensile strength from the indirect tension tests and rutting potential from the Hamburg wheel tracking tests. Correlation analyses among the measured parameters identified the aggregate crushing value as a promising alternative test method to quantify the crushing potential of aggregates and to adjust the gradation accordingly to produce mixtures with optimized volumetric properties.
publisherASCE
titleEvaluation of Aggregate Crushing Tests and Their Correlation with Superpave Mix Design Properties
typeJournal Paper
journal volume32
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003175
page04020141
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
contenttypeFulltext


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