Transcription of Volumetric Design for Hot-Mix Asphalt (HMA)
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WSDOT SOP 7321 Volumetric Design for Hot-Mix Asphalt (HMA) This standard for mix Design evaluation uses aggregate and mixture properties to produce ahot-mix Asphalt (HMA) job-mix formula. The mix Design is based on the Volumetric properties of the HMA in terms of the air voids (V ), voids in the mineral aggregate (VMA), and voids a filled with Asphalt (VFA). This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this procedure to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
meetingthe requirementsgiven in Section 9-03.8(2) of the Standard Specifications for Road, Bridge, and Municipal Construction (Standard Specifications) for . V . a ,VMA, VFA, Dust/Asphalt. Ratio at . N. design, and relative density at . N. intial. Note 4: Previous Superpave mix design experience with specific aggregate blends may
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