作者: R B Mallick , R M Anderson , R L Peterson , P A Turner
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摘要: This report presents the findings of a research project to examine whether there is relationship between any property hot mix asphalt (HMA) measurable with Superpave gyratory compactor and rutting behavior HMA pavements in service. Its main finding that parameter N-SRmax, number gyrations at maximum stress ratio, may be used within certain limits identify designs likely show gross instability under shear stresses produced by traffic pavements. The will particular interest materials engineers state highway agencies, as well suppliers paving contractor personnel responsible for design quality control.