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Standard Practice for<br />

Volumetric Analysis of Compacted Hot Mix Asphalt<br />

<strong>SHRP</strong> Designation: P-004<br />

NOTE1.--This practice is based upon chapter VI, Analysis of CompactedPaving Mixtures, of Asphalt<br />

Institute Manual MS-2.1<br />

NOTE2.--This practice is intendedto supplement the volumetric analysis and design procedures contained<br />

in the SUPERPAVE®Mix Design Manualfor New Constructionand Overlays.2<br />

1. SCOPE<br />

1.1 This practice provides procedures to accomplish the volumetric analysis of<br />

compacted hot mix asphalt (HMA) specimens.<br />

1.2 It presents methods for determining:<br />

• the volume percent of air voids (V_, also termed the air voids content);<br />

• the volume percent of voids in the mineral aggregate (VMA);<br />

• the voids filled with asphalt (VFA);<br />

• the effective volume of asphalt binder (Vbe); and<br />

• the effective asphalt content (Poe)<br />

of compacted HMA specimens.<br />

Values of these properties are calculated from the measured specific gravities of the asphalt<br />

binder, the coarse and fine aggregate, and the compacted HMA.<br />

1.3 This practice is applicable to specimens compacted in the laboratory or to<br />

specimens which are cut or cored from field pavements.<br />

1Manual MS-2, Mix Design Methods for Asphalt Concrete, 5th ed., The Asphalt Institute, Lexington, Ky.:<br />

1988.<br />

2R.J. Cominsky and E.T. Harrigan, SUPERPAVE®Mix Design Manual for New Construction and Overlays,<br />

<strong>SHRP</strong>, National Research Council, Washington, DC: 1993, Forthcoming.<br />

233

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