Standard Test Method for Determining Field VMA Based on the Maximum Specific Gravity of an Asphalt Mixture (Gmm)

Importancia y uso:

4.1 Various users desire indication of compliance with VMA specifications for hot mix asphalt (HMA) during production.

4.2 The standard practice for determining VMA requires that the bulk specific gravity of the aggregate components be determined. This is a very time-consuming test, which is not suitable for routine QC procedures.

4.3 When an aggregate source used in the mix has a highly variable bulk specific gravity and a reference average bulk specific gravity (G_sb) (for example, as established in the mix design) is used to calculate VMA during HMA production, erroneous values may occur.

4.4 The test for maximum specific gravity of the mix (G_mm) is a routine QC test at HMA plants. The effective specific gravity of the aggregate components (G_se) can be easily calculated from this test. However the G_se does not take into account the amount of asphalt absorbed, which is required for accurate VMA determination. This method provides a means to correct the G_se to account for the average absorbed asphalt. This procedure should not be used if the percent water absorption of the total (combined) aggregates varies between four tests, randomly obtained over a 30 day period, by more than 0.4 %.

Subcomité:

D04.21

Referida por:

D0008-22A

Volúmen:

04.03

Número ICS:

93.080.20 (Road construction materials)

Palabras clave:

field VMA; HMA; QC;