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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2007. Test Methods for Characterizing Aggregate Shape, Texture, and Angularity. Washington, DC: The National Academies Press. doi: 10.17226/14017.
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Page 49
Page 50
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2007. Test Methods for Characterizing Aggregate Shape, Texture, and Angularity. Washington, DC: The National Academies Press. doi: 10.17226/14017.
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Page 50

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49 1. Janoo, V. C., and Korhonen, C. (1999). “Performance Testing of Hot-Mix Asphalt Aggregates.” U.S. Army Corps of Engineers Special Report 99-20, Cold Regions Research & Engineering Laboratory, Hanover, NH. 2. Saeed, A., Hall, J., and Barker, W. (2001). “Performance-Related Tests of Aggregates for Use in Unbound Pavement Layers.” National Cooperative Highway Research Program Report 453, Transportation Research Board, National Research Council, Washington, D.C. 3. Chowdhury, A., and Button, J. W. (2001). “Fine Aggregate Angu- larity: Conventional and Unconventional Approach, Aggregate Contribution to Hot-Mix Asphalt HMA Performance.” American Society for Testing and Materials (ASTM) Special Technical Publica- tion, No. 1412, 144–159. 4. Rao, C., and Tutumluer, E. (2000). “A New Image Analysis Approach for Determination of Volume of Aggregates.” Transportation Research Record 1721, Transportation Research Board, National Research Council, Washington, D.C., 73–80. 5. Meininger, R. C. (1998). “Aggregate Tests Related to Perfor- mance of Portland Cement Concrete Pavements.” National Coop- erative Highway Research Program Project 4-20A Final Report. Transportation Research Board, National Research Council, Washington, D.C. 6. Yeggoni, M., Button, J. W., and Zollinger, D. G. (1996). “Fractals of Aggregates Correlated With Creep in Asphalt Concrete.” Journal of Transportation Engineering (ASCE), 122 (1), 22–28. 7. Fowler, D. W., Zollinger, D. G., Carrasquillo, R. L., and Constantino, C. A. (1996). Aggregate Tests Related to Performance of Portland Cement Concrete, Phase 1 Unpublished Interim Report, National Cooperative Highway Research Program (NCHRP) Project 4-20, Lincoln, NE. 8. Weingart, R. L., and Prowell, B. D. (1999). “Specification Develop- ment Using the VDG-40 Videograder for Shape Classification of Aggregates.” Proceedings of the 7th Annual Symposium of the Inter- national Center for Aggregate Research (ICAR), University of Texas, Austin, TX. 9. Tutumluer, E., Rao, C., and Stefanski, J. (2000). “Video Image Analysis of Aggregates.” Final Project Report, FHWA-IL-UI-278, Civil Engineering Studies UILU-ENG-2000-2015, University of Illinois Urbana-Champaign, Urbana, IL. 10. Maerz, N. H., and Lusher, M. (2001). “Measurement of Flat and Elongation of Coarse Aggregate Using Digital Image Processing.” Transportation Research Board Proceedings, 80th Annual Meeting, Washington D.C., Paper No. 01-0177. 11. Maerz, N. H., and Zhou, W. (2001). “Flat and Elongated: Advances Using Digital Image Analysis.” Proceedings of the 9th Annual Symposium of the International Center for Aggregates Research (ICAR), Austin, TX. 12. Browne, C., Rauch, F. A., Haas, T. C., and Kim, H. (2001). “Com- parison Tests of Automated Equipment for Analyzing Aggregate Gradation.” Proceedings of the 9th Annual Symposium of the Inter- national Center for Aggregates Research (ICAR), Austin, TX. 13. Rittenhouse, G. (1943). “A Visual Method of Estimating Two Dimensional Sphericity.” Journal of Sedimentary Petrology, 13(2), 79–81. 14. Wadell, H. (1932). “Volume, Shape, and Roundness of Rock Particles.” Journal of Geology, 40, 443–451. 15. Wadell, H. (1935). “Volume, Shape, and Roundness of Quartz Particles.” Journal of Geology, 43, 450–480. 16. Riley, N. A. (1941). “Projection Sphericity.” Journal of Sedimentary Petrology, 11 (2), 94–97. 17. Powers, M. C. (1953). “A New Roundness Scale for Sedimentary Particles.” Journal of Sedimentary Petrology, 23(2), 117–119. 18. Krumbein, W. C. (1941). “Measurement and Geological Signifi- cance of Shape and Roundness of Sedimentary Particles.” Journal of Sedimentary Petrology, 11(2), 64–72. 19. Johnson, R. A., and Wichern, D. W. (2002). Applied Multivariate Statistical Analysis. Prentice Hall, Englewood Cliffs, NJ. 20. Morrison, D. (2004). Multivariate Statistical Methods. Brooks/Cole Thomson Learning, Stamford, CT. 21. Saaty, T. L. (1980). The Analytic Hierarchy Process: Planning, Priority Setting, Resource Allocation, McGraw-Hill Inc., New York, NY. 22. Garboczi, E. (2002). “Three-Dimensional Mathematical Analysis of Particle Shape Using X-Ray Tomography and Spherical Harmonics: Application to Aggregates Used in Concrete.” Cement and Concrete Research 32, 1621–1638. 23. Garboczi, E., Marty, N., Saleh, H., and Livingston, R. (2001). “Acquiring, Analyzing, and Using Complete Three-Dimensional Aggregate Shape Information.” Proceedings of International Center of Aggregate Research 2001 Annual Symposium. (CD-ROM) Publication. 24. Masad, E., Olcott, D., White, T., and Tashman, L. (2001). “Correla- tion of Fine Aggregate Imaging Shape Indices with Asphalt Mixture Performance.” Transportation Research Record 1757. Transporta- tion Research Board, The National Academies, Washington, D.C., 148–156. 25. Fletcher, T., Chandan, C., Masad, E., and Sivakumar, K. (2003). “Aggregate Imaging System (AIMS) for characterizing the shape of References

fine and coarse aggregates.” Transportation Research Record 1832, Transportation Research Board of the National Academies, Wash- ington, D.C., 67–77. 26. Wedding, P. A., and Gaynor, R. D. (1961). “The Effect of Using Crushed Gravel as the Coarse and Fine Aggregate in Dense-Graded Bituminous Mixtures.” Association of Asphalt Paving Technologists Proceedings, 30, 469–492. 27. Li, M. C., and Kett, I. (1967). “Influence of Coarse Aggregate Shape on the Strength of Asphalt Concrete Mixtures.” Highway Research Record 178, Transportation Research Board, National Research Council, Washington, D.C., 93–106. 28. Parker, F., and Brown, R. E. “Effects of aggregate properties on flexible pavement rutting in Alabama.” ASTM Special Technical Publication, No. 1147, ASTM, Philadelphia, PA, 1994, pp.68–89. 29. Kandhal, P. S., and Parker, F., Jr. (1998). “Aggregate tests related to asphalt concrete performance in pavements.” National Cooperative Highway Research Program Report 405, Transportation Research Board, National Research Council, Washington, D.C. 30. Chowdhury, A., Button, J. W., Kohale, V., and Jahn, D. (2001). “Evaluation of Superpave Fine Aggregate Angularity Specifica- tion.” International Center for Aggregates Research (ICAR) Report 201-1, Texas Transportation Institute, Texas A&M University, College Station, TX. 31. Masad, E. (2003). “The Development of a Computer Controlled Image Analysis System for Measuring Aggregate Shape Properties.” National Cooperative Highway Research Program NCHRP-IDEA Project 77 Final Report, Transportation Research Board of the National Academies, Washington, D.C. 50

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TRB's National Cooperative Highway Research Program (NCHRP) Report 555: Test Methods for Characterizing Aggregate Shape, Texture, and Angularity examines a methodology for classifying aggregates based on the distribution of shape, texture, and angularity characteristics. The report also explores a test method that it is appropriate for use in central and field laboratories, which measures shape, texture, and angularity characteristics of aggregates used in hot-mix asphalt, hydraulic cement concrete, and unbound base and subbase layers of pavements. Appendixes for the report were published as NCHRP Web-Only Document 80.

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