U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
|This report is an archived publication and may contain dated technical, contact, and link information|
Publication Number: FHWA-RD-07-052
Date: September 2007
This procedure will be used to prepare asphalt cores for testing to determine how the asphalt material ages. It will be conducted after core examination in accordance with LTPP Method AC01. It will be completed prior to extracting asphalt for the aging tests.
After the treatments have been placed, the HMAC overlay, chip seal, or slurry seal will be removed from the remainder of the core using a diamond blade saw as necessary. Then the top 1 in. (25 mm) of the core will be removed using an air-cooled diamond blade saw. The aging tests will be conducted on the asphalt cement extracted from the top 1 in (25 mm) of the core. Abson recovery, penetration and viscosity will be tested in accordance with LTPP H02L, H03L, and H04L protocols. The next 1-in (25-mm) layer will also be removed using an air-cooled diamond blade saw for moisture content analysis.
|<< Previous||Contents||Next >>|
Topics: research, infrastructure, pavements and materials
Keywords: research, infrastructure, pavements and materials, Asphalt cement, asphalt concrete, field sampling, General Pavement Studies, laboratory testing, LTPP, material properties, pavement layering, Pavement Performance Data Base, portland cement concrete, protocol,Specific Pavement Studies, subbase, subgrade, treated base, unbound base
TRT Terms: research, facilities, transportation, highway facilities, roads, parts of roads, pavements