Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures (2022) / Chapter Skim
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C-1 Materials A 9.5-mm nominal maximum aggregate size (NMAS) virgin mix design was used for the mixture testing experiment in this study.
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C-2 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures Sieve Size, mm (in.) % Passing Control Points 9.5 (3/8 in.)
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Materials and Methods Used in Mixture Fatigue Tests C-3 the beams were compacted (top and bottom) was marked and maintained for the fatigue testing.
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C-4 Relationships Between the Fatigue Properties of Asphalt Binders and the Fatigue Performance of Asphalt Mixtures the binder used: (high PG + low PG) /2 − 3 and (high PG + low PG)
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