This standard practice for ultrathin bonded wearing course includes a mix design evaluation for the asphalt surface mixture, usually 1/2 to 1 in. (12.5 to 25.4 mm) thick, to determine the proportions of polymer-modified emulsified asphalt that is used as the tack coat, PG binder, mineral aggregate, mineral filler, and additives to produce an ultrathin bonded wearing course job-mix formula.
AASHTO PP 100-20
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Standard Practice for Ultrathin Bonded Wearing Course Design
American Association of State Highway and Transportation Officials , 2020
Pages: 5
