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Currently the cross section of a typical low volume non-interstate route overlay, in the state of Illinois, is 5/8-3/4in of leveling binder and a 1.25-1.5in surface course. To provide adequate friction, coarse aggregates having high friction are needed; however, such material requires to be hauled over long distances. On the other hand, for interstate highways, using stone mastic asphalt (SMA) becomes widely acceptable. However, while SMA performs well, it is sometimes cost prohibitive.
Therefore, the intention of this study is to develop a new surface cross section that utilizes locally available aggregate materials as much as possible. This requires a fresh look at hot-mix asphalt (HMA) cross-section, including the job mix formulae of the composition layers, their engineering characteristics, and cost effectiveness. The surface layer is expected to be efficient and effective as to noise, durability, friction, and life cycle cost.
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