Performance of Asphalt Concrete with Chrome and Hot Rolled Sheet with Chrome Using Portland Cement Filler and Prevent Exfoliation by Empirical Mechanism

Abstract

A fine aggregate fraction that passes No. 200 is filler that affects the performance of a hot asphalt mixture. The usual Portland cement used on the asphalt mixture is Portland cement type 1. it will be tested using portland cement type1, type 2, type 3, and type 5. The chance of road damage is greater in wet than dry. The loss of asphalt or adhesion attachment can lead to weak bond between the asphalt/binder and the strength of interlocking and friction on the aggregate. If the binding strength is reduced or weak, the damage occurs on the aggregate and the asphalt consequently the structural value becomes reduced. Reduced structural values of weak bonds are often referred to as stripping processes. Aggregate attachment level with asphalt can be increased by adding anti stripping. The results showed that the best filler exprission of Portland cement type 1, type 2, type 3 and type 5, was the highest stability filler. This is owned by type 1 and type 5 filler. Portland cement type 1 type stabiltas value is 1,296.10 kg while the type 5 value has a stability of 1317.20 kg.