Investigation of the Gyration Angle of Superpave Gyratory Compactors

Author:

Buchanan M. Shane1,Brumfield Jimmy2,Sheffield Richard3

Affiliation:

1. Assistant Professor Civil Engineering, Mississippi State Univ., P.O. Box 9546, Mississippi State, MS 39762

2. State Materials Engineer, Mississippi Dept. of Transportation, P.O. Box 1850, Jackson, MS 39215.

3. Assistant State Materials Engineer, Mississippi Dept. of Transportation, P.O. Box 1850, Jackson, MS 39215.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. AASHTO. ( 2001). “Standard method for preparing and determining the density of hot mix asphalt (HMA) specimens by means of the SHRP gyratory compactor.” T 312 Washington D.C.

2. ASTM. ( 2002). “Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures.” D2726 West Conshohocken Pa.

3. Buchanan M. S. and Brown E. R. (2001). “Effect of superpave gyratory compactor type on compacted hot mix asphalt (HMA) density.” Transportation Research Record1761 Transportation Research Board National Research Council Washington D.C. 50–60.

4. Dalton E.F. (1999) “Superpave gyratory compactors—angle problems?” Pine Instrument Company Rep. 1999-05.

5. Dalton E.F. (2000). “Observations of SGC end plate deflection using the FHWA angle verification kit.” Pine Instrument Company Rep. 2000-02.

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