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A Review of Aggregate and Asphalt Mixture Specific Gravity ...

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REFERENCES1. The Pr<strong>of</strong>iciency Sample Programs Homepage. AASHTO Materials ReferenceLaboratory.http://www.amrl.net/Portal/DesktopDefault.aspx?tabindex=3&tabid=12.Accessed July 6, 2007.2. Spellerberg, P., D. Savage, J. Pielert. Precision Estimates <strong>of</strong> Selected VolumetricProperties <strong>of</strong> HMA Using Non-Absorptive <strong>Aggregate</strong>. Publication NCHRP WebDocument 54. NCHRP, TRB, National Academies, Washington, D.C., 2003.3. Lee, D. Y., J. A. Guinn, P. S. K<strong>and</strong>hal <strong>and</strong> R. L. Dunning. Absorption <strong>of</strong> <strong>Asphalt</strong>into Porous <strong>Aggregate</strong>s. Publication SHRP-A/UIR-90-009. Strategic HighwayResearch Program, National Research Council, Washington, D.C., 1990.4. Hall, K. D. Using a Single Test to Determine <strong>Specific</strong> <strong>Gravity</strong> <strong>and</strong> Absorption <strong>of</strong><strong>Aggregate</strong> Blends. In Transportation Research Record: Journal <strong>of</strong> theTransportation Research Board, No. 1874, TRB, National Research Council,Washington, D.C., 2004, pp. 1-10.5. Mgonella, M. K. Evaluation <strong>of</strong> the AggPlus TM System <strong>and</strong> the SSDetect SystemAgainst The Current AASHTO T-84 <strong>and</strong> T85. Master’s Thesis. Oklahoma StateUniversity, 2005.6. Sholar, G. A, G. C. Page, J. A. Musselman, P. B. Upshaw, <strong>and</strong> H. L. Moseley.Investigation <strong>of</strong> the CoreLok for Maximum, <strong>Aggregate</strong>, <strong>and</strong> Bulk <strong>Specific</strong><strong>Gravity</strong> Tests. Transportation Research Record: Journal <strong>of</strong> the TransportationResearch Board, No. 1907, TRB, National Research Council, Washington, D.C.,2005, pp. 135-144.7. K<strong>and</strong>hal, P. S., R. B. Mallick, <strong>and</strong> M. Huner. Measuring Bulk <strong>Specific</strong> <strong>Gravity</strong> <strong>of</strong>Fine <strong>Aggregate</strong>s: Development <strong>of</strong> New Test Method. In Transportation ResearchRecord: Journal <strong>of</strong> the Transportation Research Board, No. 1721, TRB, NationalResearch Council, Washington, D.C., 2000, pp. 81-90.8. Dana, J. S., <strong>and</strong> R. J. Peters. Experimental Moisture Determination for DefiningSaturated Surface Dry State <strong>of</strong> Highway <strong>Aggregate</strong>s. Arizona HighwayDepartment , Report No. 6, HPR 1-11, 1974.9. Prowell, B. D., <strong>and</strong> N. V. Baker. Evaluation <strong>of</strong> New Test Procedures forDetermining Bulk <strong>Specific</strong> <strong>Gravity</strong> <strong>of</strong> Fine <strong>Aggregate</strong> by Automated Methods. InTransportation Research Record: Journal <strong>of</strong> the Transportation Research Board,No. 1874, TRB, National Research Council, Washington, D.C., 2004, pp. 11-18.10. Cross, S. A., M. K. Mgonella, <strong>and</strong> Y. Jakatimath. Evaluation <strong>of</strong> Test Equipmentfor Determination <strong>of</strong> Fine <strong>Aggregate</strong> <strong>Specific</strong> <strong>Gravity</strong> <strong>and</strong> Absorption. InTransportation Research Record: Journal <strong>of</strong> the Transportation Research Board,No. 1952, TRB, National Research Council, Washington, D.C., 2006, pp. 3-11.11. Azari, H., B. Lutz, P. Spellerberg. Precision Estimates <strong>of</strong> Selected VolumetricProperties <strong>of</strong> HMA Using Absorptive <strong>Aggregate</strong>. Preliminary Draft Final Reportfor NCHRP Project 9-26, Phase 4. NCHRP, TRB, National Academies,Washington, D.C., 2006.12. Franco, C. A. <strong>and</strong> K. W. Lee. Development <strong>of</strong> the Pressure Method forDetermining Maximum Theoretical <strong>Specific</strong> <strong>Gravity</strong> <strong>of</strong> Bituminous Paving<strong>Mixture</strong>s. In Transportation Research Record: Journal <strong>of</strong> the Transportation33

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