Accession Number : ADA181599
Title : Maximum Theoretical Specific Gravity of Bituminous Paving Mixtures.
Descriptive Note : Final rept.,
Corporate Author : ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS GEOTECHNICAL LAB
Personal Author(s) : Johnson,Robert R ; Kelley,Karen L
PDF Url : ADA181599
Report Date : Apr 1987
Pagination or Media Count : 30
Abstract : To calculate the percentage of voids in a bituminous pavement mixture, it is necessary to determine the maximum theoretical specific gravity of the mixture. Test procedures being used to determine the maximum theoretical specific gravity of bituminous mixtures made with absorptive aggregates have proved to be troublesome. The specified procedure has also been found to be questionable when used for recycled asphalt pavement testing. This report discusses and compares test results and void calculations when different test procedures are used t determine the maximum theoretical specific gravity of absorptive aggregates n bituminous mixtures. Keywords: Apparent specific gravity, Bulk impregnated specific gravity.
Descriptors : *ASPHALT, *PAVEMENTS, *MIXTURES, *BITUMENS, ABSORBERS(MATERIALS), IMPREGNATION, RECYCLED MATERIALS, SPECIFIC GRAVITY, TEST METHODS
Subject Categories : Miscellaneous Materials
Construction Equipment, Materials & Supplies
Distribution Statement : APPROVED FOR PUBLIC RELEASE