WebbASPHALT WAQTC / IDAHO FOP AASHTO T 209 (12) T209_short_12.docx Asphalt 15-1 Pub. October 2012 THEORETICAL MAXIMUM SPECIFIC GRAVITY (Gmm) AND DENSITY OF HOT MIX ASPHALT (HMA) PAVING MIXTURES FOP FOR AASHTO T 209 Scope This procedure covers the determination of the maximum specific gravity (Gmm) of … Webbmax-theo Calculated theoretical maximum specific gravity of the mixture at the specified AC 1.3 The values given in parentheses (if provided) are not standard and may not be …
Tex-207-F, Determining Density of Compacted Bituminous Mixtures
WebbThe maximum theoretical specific gravity of an asphalt concrete is 2.550. Other components are specified as follows: Gmm =a.5s o Apparent Specific Gravity G ma … WebbProduced HMA to Change the Target Specific Gravity for Compaction Compliance . 1. SCOPE. 1.1 During the production of Hot Mix Asphalt, changes may occur in the maximum specific gravity of the mix. This change may be detected, and target specific gravity corrected, by measuring the maximum specific gravity (CP 51) of the project-produced ... hawks in wnc
Hot Mix Asphalt Gyratory Mix Design Procedure - North Dakota …
WebbA compacted asphalt concrete specimen has the following properties: Asphalt content = 6.5% by total weight of the mix Bulk specific gravity of the mix = 2.55 Theoretical maximum specific gravity = 2.65 Bulk specific gravity of the aggregate = 2.75 Ignoring Absorption, compute the percents' VTM, VMA, and VFA. Expert Solution WebbAsphalt Theoretical Maximum Specific Gravity About Press Copyright Contact us Creators Advertise Developers Terms Privacy Policy & Safety How YouTube works Test new features © 2024 Google LLC Webbdesign = % theoretical maximum specific gravity @ N design G mb = Bulk specific gravity of the compacted specimen G mm = Maximum specific gravity of the paving mixture N design = Number of design gyrations b. Calculate %G mm @N ini as follows: Example: T 731 6.a %G @N G G 100 %G @N 2.383 boston teachers union school jamaica plain ma