Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
77 REFERENCES 1. Cominsky, R., R.B. Leahy, and E.T. Harrigan. Level One Mix Design: Materials Selection, Compaction, and Conditioning, SHRP A-408. Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 2. Kandhal, P.S., and F. Parker, Jr. NCHRP Report 405: Aggre- gate Tests Related to Asphalt Concrete Performance in Pave- ments, Transportation Research Board, National Research Council, Washington, DC, 1998. 3. Kandhal, P.S., and L.A. Cooley, Jr. NCHRP Report 464: The Restricted Zone in the Superpave Aggregate Gradation Speci- fication. Transportation Research Board, National Research Council, Washington, DC, 2001. 4. Campen, W.H., and J.R. Smith. âA Study of the Role of Angular Aggregates in the Development of Stability in Bitu- minous Mixtures,â Proceedings of the Association of Asphalt Paving Technologists, Vol. 17; 1984. 5. Field, F. âEffect of Percent Crushed Variation in Coarse Aggregates for Bituminous Mixes,â Proceedings of the Asso- ciation of Asphalt Paving Technologists, Vol. 27; 1958. 6. Wedding, P.A., and R.D. Gaynor. âThe Effect of Using Crushed Gravel as the Coarse and Fine Aggregate in Dense Graded Bituminous Mixtures,â Proceedings of the Associa- tion of Asphalt Paving Technologists, Vol. 30; 1961. 7. Boutilier, O.D. âA Study of the Relation Between the Particle Index of the Aggregate and the Properties of Bituminous Aggregate Mixtures,â Proceedings of the Association of Asphalt Paving Technologists, Vol. 30; 1961. 8. Kalcheff, I.V. âResearch on Bituminous Concrete Properties with Large-Sized Aggregates of Different Particle Shapeâ In Highway Research Board Special Report 109: Effects of Aggre- gate Size, Shape, and Surface Texture on Properties of Bitumi- nous Mixtures, Highway Research Board, National Research Council, Washington, DC, 1970. 9. Marks, V.J., R.W. Monroe, and J.F. Adam. âEffects of Crushed Particles in Asphalt Mixtures,â Transportation Research Record 1259, Transportation Research Board, National Research Council, Washington, DC, 1990; pp. 91â106. 10. Cross, S.A., and E.R. Brown. âA National Study of Rutting in Asphalt Pavement,â Journal of the Association of Asphalt Paving Technologists, Vol. 61; 1992; pp. 535â583. 11. Parker, F., and E.R. Brown. âEffects of Aggregate Properties on Flexible Pavement Rutting in Alabama,â American Soci- ety for Testing and Materials, STP 1147; 1992. 12. Kandhal, P.S., S.A. Cross, and E.R. Brown. âHeavy Duty Asphalt Pavements in Pennsylvania: Evaluation for Rut- ting,â Transportation Research Record 1384, Transportation Research Board, National Research Council, Washington, DC, 1993; pp. 49â58. 13. Hand, A.J., J.A. Epps, and P.E. Sebaaly. âPrecision of ASTM D5821 Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate,â Journal of Test- ing and Evaluation, American Society for Testing and Mate- rials, Vol. 28, No. 2; 2000; pp. 67â75. 14. American Society of Testing and Materials. âRoad and Paving Materials: Vehicle-Pavement Systems,â Annual Book of ASTM Standards, Section 4, Vol. 04.03, American Society of Test- ing and Materials, West Conshohocken, PA, 1995. 15. American Association of State Highway and Transportation Officials. AASHTO Provisional Standards, American Associ- ation of State Highway and Transportation Officials, Wash- ington, DC, 2002. 16. American Society of Testing and Materials. âRoad and Paving Materials: Vehicle-Pavement Systems,â Annual Book of ASTM Standards, Section 4, Vol. 04.03, American Society of Testing and Materials, West Conshohocken, PA, 2002. 17. Cross, S.A., and E.R. Brown. âSelection of Aggregate Proper- ties to Minimize Rutting of Heavy Duty Pavements,â Effects of Aggregates and Mineral Fillers on Asphalt Mixture Perfor- mance, ASTM STP 1147. American Society for Testing and Materials, Philadelphia, PA, 1992. 18. Carlberg, M., C.F. Berthelot, and N. Richardson. âIn-Service Rut Performance of Saskatchewan Highways and Transporta- tion Asphalt Concrete Mixes.â In Canadian Technical Asphalt Proceedings 2002, Calgary, Alberta, 2002. 19. Ahlrich, R.C. âInfluence of Aggregate Properties on Perfor- mance of Heavy-Duty Hot-Mix Asphalt Pavement,â Trans- portation Research Record 1547, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 7â14. 20. Kandhal, P.S., M.A. Khatri, and J.B. Motter. âEvaluation of Particle Shape and Texture of Mineral Aggregates and Their Blends,â Journal of the Association of Asphalt Paving Tech- nologists, Vol. 61; 1992; pp. 217â240. 21. Hossain, M.S., F. Parker, Jr., and P.S. Kandhal. âUncom- pacted Voids and Particle Index Tests for Evaluating Coarse Aggregate,â Transportation Research Record 1721, Trans- portation Research Board, National Research Council, Wash- ington, DC, 2000; pp. 100â105.
78 22. Hossain, M.S., F. Parker, and Kandhal, P.S. âComparison and Evaluation of Tests for Coarse Aggregate Particle Shape, Angularity, and Surface Texture,â Journal of Testing and Eval- uation, American Society for Testing and Materials, JTEVA, Vol. 28, No. 2; March 2000; pp. 77â87. 23. Rismantojo, E. âPermanent Deformation and Moisture Suscep- tibility Related aggregate Tests for Use in Hot-Mix Asphalt Pavements,â Doctoral Thesis, Purdue University, West Lafay- ette, IN, 2002. 24. Roberts, F.L., P.S. Kandhal, D. Lee, and T.W. Kennedy. Hot Mix Asphalt Materials, Mixture Design and Construction. National Asphalt Pavement Association, Lanham, MD, 1991. 25. Barksdale, R.D., ed. The Aggregate Handbook. National Stone Association, Washington, DC, 1991. 26. U.S. Army Corps of Engineers. âCRD-C119-53: A Method of Test for Flat and Elongated Particles in Coarse Aggregates.â In Handbook for Concrete and Cement. Vicksburg, MS, 1953. 27. Cominsky, R.J. The Superpave Mix Design Manual for New Construction and Overlays. SHRP-A-407. Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 28. SMA Technical Working Group. Model Material and Con- struction Guidelines. Washington, DC, 1994. 29. Li, M.C., and I. Kett. âInfluence of Coarse Aggregate Shape on the Strength of Asphalt Concrete Mixtures,â Highway Research Record 178, Highway Research Board, National Research Council, Washington, DC, 1967. 30. Maupin, G.W. âEffect of Particle Shape and Surface Texture on the Fatigue Behavior of Asphalt Concrete,â Highway Research Record 313, Highway Research Board, National Research Council, Washington, DC, 1970. 31. Livneh, M., and J. Greenstein. âInfluence of Aggregate Shape on Engineering Properties of Bituminous Concrete,â Highway Research Record 404, Highway Research Board, National Research Council, Washington, DC, 1972. 32. Sharif, R.L. âFatigue Behavior of Conventional and Rationally Designed Bituminous Mixes on Simulated Subgrade,â Trans- portation Research Record 549, Transportation Research Board, National Research Council, Washington, DC, 1975; pp. 15â25. 33. McLeod, N.W., and J.K. Davidson. âParticle Index Evaluation of Aggregates for Asphalt Paving Mixtures,â Journal of the Association of Asphalt Paving Technologists, Vol. 50.; 1981. 34. Huber, G.A., J.C. Jones, P.E. Messersmith, and N.M. Jackson. âContribution of Fine Aggregate Angularity and Particle Shape to Superpave Mixture Performance,â Transportation Research Record 1609, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 28â35. 35. Brown, E.R., J.E. Haddock, T.A. Lynn, and R.B. Mallick. CRP-CD-1: Bituminous Materials Research Series; Design- ing Stone Matrix Asphalt Mixtures Volume IIâResearch Results for Phase II., Final Report for NCHRP Project 9-8, Transportation Research Board, National Research Council, Washington, DC, 1998. 36. Vavrik, W.R., R.J. Fries, and S.H. Carpenter. âEffect of Flat and Elongated Coarse Aggregate on Characteristics of Gyra- tory Compacted Samples,â Transportation Research Record 1681, Transportation Research Board, National Research Council, Washington, DC, 1999; pp. 28â36. 37. Buchanan, M.S. Evaluation of the Effect of Flat and Elon- gated Particles on the Performance of Hot Mix Asphalt Mix- tures. NCAT Report No. 2000-03, National Center for Asphalt Technology, Auburn University, 2000. 38. Oduroh, P.K., K.C. Mahboub, and R.M. Anderson. âFlat and Elongated Aggregates in Superpave Regime,â Journal of Materials in Civil Engineering, American Society of Civil Engineers, Vol. 12, No. 2; May 2000. 39. Aho, B.D., W.R. Vavrik, and S.H. Carpenter. âEffect of Flat and Elongated Coarse Aggregate on Field Compaction of Hot-Mix Asphalt,â Transportation Research Record 1761, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 26â31. 40. Estakhri, C. âEvaluation of the Effects of Flat and Elongated Aggregate Particles on Mixture Design and Performance of HMA,â Symposium of the International Center for Aggre- gates Research, 2002. 41. Prowell, B.D., and R. Weingart. âPrecisions of Flat and Elongated Particle Tests ASTM D4791 and VDG-40 Video- grader,â Transportation Research Record 1673, Transporta- tion Research Board, National Research Council, Washing- ton, DC, 1999; 73â80. 42. American Society for Testing and Materials. Annual Book of Standards, Vol. 04.02, Philadelphia, 1995. 43. Compilation of Statistics, (n.d.). Retrieved July 18, 2003, from amrl.net/Portal/PublicDocs/PspStatistics/sect2b.asp#sect15 44. Foster, C.R. âDominant Effect of Fine Aggregate on Strength of Dense-Graded Asphalt Mixes,â In Highway Research Board Special Report 109: Effects of Aggregate Size, Shape, and Surface Texture on Properties of Bituminous Mixtures, High- way Research Board, National Research Council, Washing- ton, DC, 1970; pp. 1â3. 45. Monismith, C.L. âInfluence of Shape, Size, and Surface Tex- ture on the Stiffness and Fatigue Response of Asphalt Mix- tures,â In Highway Research Board Special Report 109: Effects of Aggregate Size, Shape, and Surface Texture on Properties of Bituminous Mixtures, Highway Research Board, National Research Council, Washington, DC, 1970; pp. 4â11.
79 46. Kandhal, P.S., J.B. Motter, and M.A. Khatri. âEvaluation of Particle Shape and Texture: Manufactured Versus Natural Sands,â Transportation Research Record 1301, Transporta- tion Research Board, National Research Council, Washing- ton, DC, 1991; pp. 48â56. 47. McGennis, R.B., R.M. Anderson, T.W. Kennedy, and M. Solai- manian. Background of Superpave Asphalt Mixture Design and Analysis. Report SA-95-003. FHWA, U.S. DOT, 1994. 48. American Association of State Highway and Transportation Officials. Standard Specifications for Transportation Materi- als and Methods of Sampling and Testing, Part 2B: Tests, 22nd Edition. AASHTO, Washington, DC, 2002. 49. Hossain, M.S., F. Parker, Jr., and P.S. Kandhal. âTests for Evaluating Fine Aggregate Particle Shape, Angularity, and Surface Texture,â Transportation Research Record 1673, Transportation Research Board, National Research Council, Washington, DC, 1999; pp. 64â72. 50. Hudson, B.P. âModification to the Fine Aggregate Angularity Test Investigation into the Way We Measure Fine Aggregate Angularity.â Proceedings of the 7th Annual Symposium, Inter- national Center for Aggregates Research, Austin, TX, 1999. 51. Roque, R., B. Birgisson, M. Tia, L. Casanova, and E. Kestory. âEvaluation of Superpave Criteria for VMA and Fine Aggre- gate Angularity, Final Report, Volume 2: Fine Aggregate Angularity,â University of Florida, Gainesville, FL, 2002. 52. Marek, C.R. White Paper on Fine Aggregate Angularity. Vul- can Materials Company, 2002. 53. Rismantojo, P., J.E. Haddock, and T D. White. âComparison of Fine Aggregate Uncompacted Voids Measured by the ASTM C1252 and VTM-5 Devices,â Journal of Testing and Evaluation, American Society for Testing and Materials, Philadelphia, PA, 2003. 54. Chowdhury, A., J. Button, V. Kohale, and D. Jahn. Evaluation of Superpave Fine Aggregate Angularity Specification. Report No. 201-1, International Center for Aggregates Research, Col- lege Station, TX, 2001. 55. Wilson, J.D., and L.D. Klotz. âQuantitative Analysis of Aggre- gate Based on Hough Transform,â Transportation Research Record 1530, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 111â115. 56. Masad E., J.W. Button, and T. Papagiannakis. âFine-Aggregate Angularity: Automated Image Analysis Approach.â Trans- portation Research Record 1721, Transportation Research Board, National Research Council, Washington, DC, 2000; pp. 66â72. 57. Wang, L.B., and L.N. Mohammad. âQuantification of Mor- phology Characteristics of Aggregate Profile Images,â Pre- print: Papers Presented at the 82nd Annual Meeting of the Transportation Research Board, Washington, DC, 2003. 58. Kecham, R.A., and N. Shashidhar. âQuantitative Analysis of 3-D Images of Asphalt Concrete,â Preprint: Papers Pre- sented at the 82nd Annual Meeting of the Transportation Research Board, Washington, DC, 2003. 59. Fernandes, J.L., R. Reynaldo, M. Tia, and L. Casanova. âUncompacted Void Content of Fine Aggregate as Quality Indicator of Materials Used in Superpave Mixtures.â Trans- portation Research Record 1723, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 37â44. 60. Chowdhury, A., and J.W. Button. Fine Aggregate Angularity: Conventional and Unconventional Approach. Aggregate Con- tribution to Hot Mix Asphalt (HMA) Performance, ASTM STP 1412, T.D. American Society for Testing Materials, West Conshohocken, PA, 2002. 61. White, T.D, C.J. Lee, and J.E. Haddock. âFine Aggregate Angularity,â Proceedings of the 6th Annual Symposium, Inter- national Center for Aggregates Research, St. Louis, MO, 1998. 62. Stuart, K.D. and W.S. Mogawer. âEvaluation of Natural Sands Used in Asphalt Mixtures,â Transportation Research Record 1436, Transportation Research Board, National Research Council, Washington, DC, 1994; pp. 115â123. 63. Mogawer, W.S., and K.D. Stuart. âEvaluation of Test Methods Used to Quantify Sand Shape and Texture,â Transporta- tion Research Record 1362, Transportation Research Board, National Research Council, Washington, DC, 1992; pp. 28â37. 64. Lee, C.J., T.D. White, and T.R. West. Effect of Fine Aggre- gate Angularity on Asphalt Mixture Performance. Final Report, FHWA/INDOT/JTRP-98/20, Purdue University, West Lafayette, IN, 1999. 65. Haddock, J., T.D. White, C. Pan, A. Feng, and K. Galal. âVal- idation of SHRP Asphalt Mixture Specifications Using Accel- erated Testing,â Interim Report, National Pooled Fund Study No. 176, West Lafayette, IN, 1999. 66. Hand, A.J., J.L. Stiady, T.D. White, A.S. Noureldin, and K. Galal. âGradation Effects on HMA Performance,â Trans- portation Research Record 1767, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 152â157. 67. Stiady, J., K. Galal, S. Noureldin, A. Hand, and T. White. Identification of Aggregate Role in Performance of Superpave Mixtures Employing Accelerated Testing Facility. Aggregate Contribution to Hot Mix Asphalt (HMA) Performance, ASTM STP 1412, American Society for Testing and Materials, West Conshohocken, PA, 2001. 68. Laboratoire Central des Ponts et Chaussées. P18-556: Mea- surement of Particle Size Distribution of Granular Mixtures. Laboratoire Central des Ponts et Chaussées, Paris. 1994. 69. Chowdhury, A., J.W. Button, D. Wilson, E. Masad, and B.D. Prowell. Image Analysis Techniques to Determine Fine Aggre-
80 gate Angularity, Aggregate Contribution to Hot Mix Asphalt (HMA) Performance, ASTM STP 1412, American Society for Testing and Materials, West Conshohocken, PA, 2001. 70. Stakston, A.D., J.J. Bushek, and H.U. Bahia. âEffect of Fine Aggregate Angularity on Compaction and Shearing Resis- tance of Asphalt Mixtures,â Transportation Research Record 1789, Transportation Research Board of the National Acade- mies, Washington, DC, 2002; pp. 14â24. 71. AASHTO Materials Reference Library. PSPâFine Aggre- gate Proficiency Sample, (n.d.). Retrieved July 17, 2003, from Patapsco.nist.gov/amrl/psp/Sect2a.asp#31 72. Watson, D., and M. Issa. Southeastern Asphalt User/Producer Group Fine Aggregate Angularity Round Robin. Georgia DOT, Forest Park, GA, 1999. 73. Maerz, N.H. âTechnical and Computational Aspects of the Measurement of Aggregate Shape by Digital Image Analy- sis.â Journal of Computing in Civil Engineering, Vol. 18, No. 1, American Society for Civil Engineers; January 2004. 74. National Cooperative Highway Research Council. NCHRP Project 4-30A, âTest Methods for Characterizing Aggregate Shape, Texture and Angularity,â (n.d.). Retrieved December 9, 2003, from www4.nationalacademies.org/trb/crp.nsf/ e7bcd526f5af4a2c8525672f006245fa/951ef5e1eb36f4fc852 56cdf005715e1?OpenDocument 75. Barksdale, R.D., M.A. Kemp, W.J. Sheffield, and J.L. Hub- bard. âMeasurement of Aggregate Shape, Surface Area, and Roughness,â Transportation Research Record 1301, Trans- portation Research Board, National Research Council, Wash- ington, DC, 1991; pp. 107â116. 76. Frost, J.D., and J.S. Lai. âDigital Analysis of Aggregate Parti- cle Shape.â Proceeding of the International Center for Aggre- gate Research, Fourth Annual Symposium, Atlanta, GA, 1995. 77. Kuo, C.-Y., and R.B. Freeman. âImage Analysis Evaluation of Aggregates for Asphalt Concrete Mixtures.â Transporta- tion Research Record 1615, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 65â71. 78. Broyles, D.A., G.T. Adel, and H.W. Rimmer. âRapid Shape Analysis of Crushed Stone by Computerized Image Process- ing,â Automation in the Aggregate Industry: The Key to Future Profitability, National Stone Association Automation Conference, Columbus, OH, 1994. 79. Weingart, R., and B.D. Prowell. âSpecification Development Using the VDG-40 Videograder for Shape Classification of Aggregates.â Proceedings of the Seventh Annual Symposium, International Center for Aggregate Research. College Sta- tion, TX, 1999. 80. Maerz, N.H. âAggregate Sizing and Shape Determination Using Digital Imaging Processing.â Proceedings of the Sixth Annual Symposium, International Center for Aggregates Research, St. Louis, MO, 1998. 81. Rao, C., and E. Tutumluer. âDetermination of Volume of Aggregates: New Image Analysis Approach,â Transporta- tion Research Record 1721, Transportation Research Board, National Research Council, Washington, DC, 2000; pp. 73â80. 82. Rao, C., E. Tutumluer, and I.T. Kim. âQuantification of Coarse Aggregate Angularity Based on Image Analysis,â Transporta- tion Research Record 1787, Transportation Research Board of the National Academies, Washington, DC, 2002; pp. 117â124. 83. Masad, E. âThe Development of a Computer Controlled Image Analysis System for Measuring Aggregate Shape Properties.â NCHRP-IDEA Program Project Final Report, NCHRP-IDEA Project 77, National Research Council, Wash- ington, DC, 2003. 84. Masad, E., and J. Button. âUnified Imaging Approach for Measuring Aggregate Angularity and Texture,â Journal of Computer-Aided Civil and Infrastructure Engineering, Vol. 15, No. 4; 2000; pp. 273â280. 85. Kim, H., C.T. Haas, A.F. Rauch, and C. Browne. âA Proto- type Laser Scanner for Characterizing Size and Shape Para- meters in Aggregates.â Proceedings of the 9th Annual Sym- posium, International Center for Aggregates Research, Austin, TX, 2001. 86. Kim, H., C.T. Haas, A.F. Rauch, and C. Browne. âWavelet- based Three-Dimensional Descriptors of Aggregate Parti- cles,â Transportation Research Record 1787, Transportation Research Board of the National Academies, Washington, DC, 2002; pp. 109â116. 87. Rauch, A.F., C.T. Hass, K. Hyoungkwan, and C. Browne. Rapid Test to Establish Grading of Unbound Aggregate Prod- ucts, Report No. ICAR 503-1, International Center for Aggre- gate Research, Austin, TX, 2000. 88. Rauch, A.F., C.T. Haas, C. Browne, and H. Kim. Rapid Test to Establish Grading of Unbound Aggregate Products: An Evaluation of Automated Devices to Replace and Augment Manual Sieve Analyses in Determining Aggregate Gradation, Report No. ICAR 503-2, International Center for Aggregate Research, Austin, TX, 2002. 89. Masad, E., D. Olcott, T. White, and L. Tashman. âCorrelation of Imaging Shape Indices of Fine Aggregate with Asphalt Mixture Performance.â Transportation Research Record 1757, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 148â156. 90. Carr, J.R., G.M. Norris, and D.E. Newcomb. âCharacteriza- tion of Aggregate Shape Using Fractal Dimension,â Trans- portation Research Record 1278, Transportation Research Board, National Research Council, Washington, DC, 1990; pp. 43â50.
81 91. Li, L., P. Chan, D.G. Zollinger, and R.L. Lytton. âQuantita- tive Analysis of Aggregate Based on Fractals,â ACI Materials Journal, Vol. 90, No. 4; 1993; pp. 357â365. 92. OâHara, W.G. âEvaluation of the California Sand-Equivalent Test,â Proceedings of the Highway Research Board, Vol. 34, 1955. 93. Stroup-Gardiner, M., D. Newcomb, W. Kussman, and R. Olson. âCharacteristics of Typical Minnesota Aggregates,â Trans- portation Research Record 1583, Transportation Research Board, National Research Council, Washington, DC, 1997; pp. 1â10. 94. Alhozaimy, A.M. âCorrelation between Materials Finer than No.200 Sieve and Sand Equivalent Tests for Natural and Crushed Stone Sands,â Journal of the American Society for Testing and Materials, Vol. 20, Issue 2; 1998. 95. Kandhal, P.S., C. Lynn, and F. Parker. Test for Plastic Fines in Aggregates Related to Stripping in Asphalt Paving Mix- tures, National Center for Asphalt Technology, Report No. 98-3, 1998. 96. International Slurry Seal Association. âTest Method for Deter- mination of Methylene Blue Absorption Value (MVB) of Min- eral Aggregate Filler and Fines,â ISSA Bulletin No. 145; 1989. 97. Hosking, R. âRoad Aggregates and Skidding,â Transporta- tion Research Laboratory, State-of-the-Art Review 4, HMSO, London, 1992. 98. Cross, S.A., and M.D. Voth. âEvaluation of Anti-Stripping Agents Using the Asphalt Pavement Analyzer,â University of Kansas Report KU-99-3, 2001. 99. Aschenbrener, T., and R. Zamora. âEvaluation of Specialized Tests for Aggregates Used in Hot Mix Asphalt Pavements in Colorado,â Transportation Research Record 1486, Trans- portation Research Board, National Research Council, Wash- ington, DC, 1995; 130â136. 100. Harders, O., and I. Noesler. âInfluence of the Surface Energy Status of Aggregates on the Performance of Asphalt Hot Mix,â 9th International Conference on Asphalt Pavements, International Society for Asphalt Pavements, Copenhagen, Denmark, 2002. 101. Cheng, D.-X., D.N. Little, R.L. Lytton, and J.C. Holste. âUse of Surface Free Energy Properties of the Asphalt-Aggregate System to Predict Damage Potential,â Journal of the Associ- ation of Asphalt Paving Technologists, Vol. 71; 2002. 102. Elphingstone, G.M. âAdhesion and Cohesion in Asphalt- Aggregate Systems,â Ph.D. Dissertation, Texas A&M Uni- versity, 1997. 103. Li, W. âThe Measurement of Surface Free Energy for Aggre- gates SHAP RB,â Final report of Cahn Balance Thermo- gravimetry Gas Adsorption Experiments, 1997. 104. Cheng, D.-X., D.N. Little, R.L. Lytton, and J.C. Holste. âSur- face Energy Measurement of Asphalt and Its Application to Adhesion and Moisture Damage of Asphalt-Aggregate Sys- tem,â Proceedings of the 9th Annual Symposium of the Inter- national Center for Aggregate Research, College Station, TX, 2001. 105. Cheng, D.-X., D.N. Little, R.L. Lytton, and J.C. Holste. âSurface Energy Measurement of Asphalt and Its Applica- tion to Predicating Fatigue and Healing in Asphalt Mix- tures,â Transportation Research Record, 1810, Transporta- tion Research Board of the National Academies, Washington, DC, 2002; pp. 44â53. 106. Curtis, C.W., K. Ensley, and J. Epps. Fundamental Properties of Asphalt-Aggregate Interactions Including Adhesion and Absorption, SHRP-A-341, Strategic Highway Research Pro- gram, National Research Council, Washington, DC, 1993. 107. Hicks, R.G., F.N. Finn, C.L. Monismith, and R.B. Leahy. âValidation of SHRP Binder Specification Through Mix Test- ing,â Journal of the Association of Asphalt Paving Technolo- gists, Vol. 62; 1993. 108. Terrel, R.L., T. V. Scolz, A. Al-Jacob, and S. Al-Swailmi. âValidation of Binder Properties Used to Predict Sensitivity of Asphalt Mixtures,â Journal of the Association of Asphalt Paving Technologists, Vol. 62; 1993. 109. Woodward, W.D.H. âLaboratory Predication of Surfacing Aggregate Performance,â Ph.D. Thesis, University of Ulster at Jordanstown, Newtownabbey, County Antrim, Northern Ireland, 1995. 110. Woolf, D. O. âThe Relation Between Los Angeles Abrasion Test Results and the Service Records of Coarse Aggregates,â Proceedings of the Highway Research Board, Vol. 17; 1937; pp. 350â359. 111. Melville, P.L. âWeathering Study of Some Aggregates,â Pro- ceedings of the Highway Research Board, Vol. 28; 1948. 112. Wu, Y., F. Parker, and P.S. Kandhal. âAggregate Toughness/ Abrasion Resistance and Durability/Soundness Tests Related to Asphalt Concrete Performance in Pavements,â Transporta- tion Research Record 1638, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 85â93. 113. Amirkhanian, S.N., D. Kaczmarek, and J.L. Burati, Jr. âEffects of Los Angeles Abrasion Test Values on the Strengths of Laboratory Prepared Marshall Specimens,â Transportation Research Record 1301, Transportation Research Board, National Research Council, Washington, DC, 1991; pp. 77â86. 114. Xie, H., and D.E. Watson. âLab Study on Degradation of Stone Matrix Asphalt Mixtures.â Paper presented at 83rd Annual Meeting of the Transportation Research Board, Wash- ington, DC, 2004.
82 115. Senior, S.A., and C.A. Rogers. âLaboratory Tests for Pre- dicting Coarse Aggregate Performance in Ontario,â Trans- portation Research Record 1301, Transportation Research Board, National Research Council, Washington, DC, 1991; pp. 97â106. 116. Ruth, B.E., and M. Tia. âAggregate Degradation Testing by Gyratory Testing Machine,â Transportation Research Record 1619, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 3â10. 117. Rogers, C.A., M.L. Bailey, and B. Price. âMicro-Deval Test for Evaluating the Quality of Fine Aggregate for Concrete and Asphaltâ Transportation Research Record 1301, Transporta- tion Research Board, National Research Council, Washing- ton, DC, 1991; pp. 68â76. 118. Cooley, L.A., Jr., M.H. Huner, and R.S. James. Micro-Deval Testing of Aggregates in the Southeastâ NCAT Report 2002-09, National Center for Asphalt Technology, Auburn, AL, 2002. 119. Rogers, C., B. Gorman, and B. Lane. âSkid-Resistant Aggre- gates in Ontario.â Proceedings of the 10th Annual Sympo- sium, International Center for Aggregates Research, College Station, TX, 2002. 120. Tarefder, R.A., M. Zaman, and K. Hobson. âMicro-Deval Test for Evaluating Properties of Roadway Aggregateâ Inter- national Journal of Pavements, Vol. 2, Nos. 1 and 2, 2003; pp. 8â19. 121. Huber, G.A., and T.S. Shuler. Providing Sufficient Void Space for Asphalt Cement: Relationship of Mineral Aggregate Voids and Aggregate Gradation, ASTM SPT 1147, Philadelphia, PA, 1992. 122. Hubbard, P., and F.C. Field. âAdaptation of the Stability Test to Include Coarse Aggregate Asphalt Paving Mixtures,â Pro- ceedings of the Technical Sessions of the Association of Asphalt Paving Technologist, 1932. 123. Goode, J.F., and L.A. Lufsey. âA New Graphical Chart for Evaluating Aggregate Gradations,â Proceedings of the Asso- ciation of Asphalt Paving Technologists, Vol. 31; 1962. 124. Transportation Research Circular E-C044: Bailey Method for Gradation Selection in Hot-Mix Asphalt Design, Trans- portation Research Board of the National Academies, Wash- ington, DC, October 2002. 125. Vavrik, W.R., W.J. Pine, and S.H. Carpenter. âAggregate Blending for Asphalt Mix Design: Bailey Method,â Trans- portation Research Record 1789, Transportation Research Board of the National Academies, Washington, DC, 2002; pp. 146â153. 126. Vavrik, W.R., W.J. Pine, G. Huber, S.H. Carpenter, and R. Bailey. âThe Bailey Method of Gradation Evaluation: The Influence of Aggregate Gradation and Packing Characteristics on Voids in the Mineral Aggregate,â Journal of the Associa- tion of Asphalt Paving Technologists, Vol. 70; 2001. 127. Anderson, M.R., and H.U. Bahia. âEvaluation and Selection of Aggregate Gradations for Asphalt Mixtures Using Super- pave,â Transportation Research Record 1583,Transportation Research Board, National Research Council, Washington, DC, 1997; pp. 91â97. 128. Hveem, F.N. âGradation of Mineral Aggregates for Dense Graded Bituminous Mixtures,â Proceedings of the Associa- tion of Asphalt Paving Technologists, Vol. 11; 1940. 129. Nijboer, L.W. Plasticity as a Factor in the Design of Dense Bituminous Road Carpets. Elsevier Publishing Company, Inc., 1948. 130. Cooley, L.A., J. Zhang, P.S. Kandhal, A.J. Hand, and A.M. Epps. Transportation Research Circular E-C043: Signifi- cance of Restricted Zone in Superpave Aggregate Gradation Specification, Transportation Research Board of the National Academies, Washington, DC, September 2002. 131. Watson, D.E., A. Johnson, and D. Jared. âThe Superpave Gra- dation Restricted Zone and Performance Testing with the Geor- gia Loaded Wheel Tester,â Transportation Research Record 1583, Transportation Research Board, National Research Council, Washington, DC, 1997; 106â111. 132. Van de Ven, M., A.F. Smit, R. Loris, and R.B. McGennis. âValidation of Some Superpave Design Parameters by Wheel Testing with the Scale Model Mobile Load Simulator,â Pro- ceedings of the 8th International Conference on Asphalt Pavements, Vol. II, University of Washington, Seattle, WA; August 1997. 133. Roque, R., S.C. Huang, and B. Ruth. âMaximizing Shear Resistance of Asphalt Mixtures by Proper Selection of Aggre- gate Gradation,â Proceedings of the 8th International Con- ference on Asphalt Pavements, Vol. I, University of Wash- ington, Seattle, WA; August 1997. 134. McGennis, R.B. âEvaluation of Materials from Northeast Texas Using Superpave Mix Design Technology,â Trans- portation Research Record 1583, Transportation Research Board, National Research Council, Washington, DC, 1997; 98â105. 135. Sebaaly, P.E., D. Ridolfi, R. Gangavaram, and J. Epps. âSelection of the Most Desirable HMA Mixtures,â Trans- portation Research Record 1590, Transportation Research Board, National Research Council, Washington, DC, 1997; pp. 99â107. 136. Sousa, J.B., J.C. Pais, M. Prates, R. Barros, P. Langlois, and A.-M. Leclerc. âEffect of Aggregate Gradation on Fatigue Life of Asphalt Concrete Mixes,â Paper presented at the 76th Annual Meeting of the Transportation Research Board, Wash- ington, DC, 1997.
83 137. Haddock, J., C. Pan, A. Feng, and White, T.D. âEffect of Gradation on Asphalt Mixture Performance,â Transporta- tion Research Record 1681,Transportation Research Board, National Research Council, Washington, DC, 1999; pp. 59â68. 138. El-Basyouny, M., and M.S. Mamlouk. âEffect of Aggregate Gradation on the Rutting Potential of Superpave Mixes,â Paper presented at the 78th Annual Meeting of the Trans- portation Research Board, Washington, DC, 1999. 139. Kandhal, P.S., and R.B. Mallick. âEffect of Mix Gradation on Rutting Potential of Dense Graded Asphalt Mixtures,â Trans- portation Research Record 1767, Transportation Research Board, National Research Council, Washington, DC, 2001; pp. 146â151. 140. Kandhal, P.S., K.Y. Foo, and R.B. Mallick. âCritical Review of Voids in Mineral Aggregate Requirements in Superpave.â Transportation Research Record 1609, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 21â27. 141. Kandhal, P.S. âEvaluation of Baghouse Fine for Hot Mix Asphalt,â National Asphalt Pavement Association Informa- tion Series, No. 127; 1999. 142. Anderson, D.A., and W.H. Goetz. âMechanical Behavior and Reinforcement of Mineral Filler-Asphalt Mixtures,â Pro- ceedings of the Association of Asphalt Paving Technologists, Vol. 42; 1973. 143. Rigden, P.J. âThe Use of Filler in Bituminous Road Surfacing,â Journal of the Society of Chemical Industry, Vol. 66; 1947. 144. Anderson, D.A., R. Dongre, and D.W. Christensen III. âEffect of Minus No.200-Sized Aggregate on Fracture Behavior of Dense-Graded Hot-Mix Asphalt,â Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance: ASTM STP 1147, Philadelphia, 1992. 145. Anderson, D.A., H.U. Bahia, and R. Dongre. âRheological Properties of Mineral Filler-Asphalt Mastics and Its Impor- tance to Pavement Performance,â Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance: ASTM STP 1147, Philadelphia, 1992. 146. Gubler, R., Y. Liu, D.A. Anderson, and M.N. Partl. âInvesti- gation of the System Filler and Asphalt Binders by Rheolog- ical Means,â Journal of the Asphalt Paving Technologists, Vol. 68, 1999; pp. 284â304. 147. Brown, E.R, J.E. Haddock, and C. Crawford. âInvestigation of Stone Matrix Asphalt Mortars,â Transportation Research Record 1530, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 95â102. 148. Mogawer, W.S., and K.D. Stuart. âEffects of Mineral Fillers on Properties of Stone Matrix Asphalt Mixtures,â Trans- portation Research Record 1530, Transportation Research Board, National Research Council, Washington, DC, 1996; pp. 86â94. 149. Cooley, L.A., M. Stroup-Gardiner, E.R. Brown, and D.I. Hanson. âCharacterization of Asphalt Filler Mortars with Superpave Binder Tests,â Journal of the Asphalt Paving Tech- nologists, Vol. 67; 1998. 150. Buttlar, W.G., D. Bozkurt, G.G. Al-Khateeb, and A.S. Waldhoff. âUnderstanding Asphalt Mastic Behavior through Micromechanics,â Transportation Research Record 1681, Transportation Research Board, National Research Council, Washington, DC, 1999; pp. 157â169. 151. Ishai, I., and J. Craus. âEffects of Some Aggregate and Filler Characteristics on Behavior and Durability of Asphalt Paving Mixtures,â Transportation Research Record 1530, Trans- portation Research Board, National Research Council, Wash- ington, DC, 1996; pp. 75â85. 152. Shashidhar, N., and P. Romero. âFactors Affecting the Stiff- ening Potential of Mineral Fillers,â Transportation Research Record 1638, Transportation Research Board, National Research Council, Washington, DC, 1998; pp. 94â100. 153. Shashidhar, N., S.P. Needham, B.H. Chollar, and P. Romero. âPrediction of the Performance of Mineral Fillers in Stone Matrix Asphalt.â Journal of the Asphalt Paving Technolo- gists, Vol. 68; 1999; pp. 222â251. 154. Harms, T. âCrushers Teamed to Make Better Manufactured Sand.â 2000. Retrieved August 12, 2003, from www. rockproducts.com/mag/rock_crushers_teamed_better_2/ 155. Kelley, E.G., and D.J. Spotiswood. Introduction to Mineral Processing. John Wiley and Sons, New York, NY, 1982. 156. Personal communication with David Jahn, 2003. 157. Personal communication with Randy Weingart, Luck Stone Corporation, 2003. 158. Plummer, C.C., and D. McGeary. Physical Geology, 4th Edi- tion. WM. C. Brown Publishers, Dubuque, IA, 1988. 159. Personal communication with NCHRP Project 9-35 Aggre- gate Industry Advisory Panel: David Jahn, Don Powell, and Randy Weingart, June 2003. 160. Kojovic, T. âCrushing Aggregate: Shape and Control.â Quarry Australia Magazine, Vol. 3, No. 6; June 1995. 161. Magerowski, T. âSuperpaveâThe Shape of Stone to Come.â Aggregates and Roadbuilding Contractor, 1999. Retrieved August 12, 2003, from www.rocktoroad.com/superpave3.html 162. Personal communication with Jurg Schwinger, 2003. 163. Jahn, D.W. âEvaluation of Aggregate Particle Shapes Through Multiple Ratio Analysis,â Presentation made to Transporta-
84 tion Research Board Superpave Mixture and Aggregate Expert Task Group, 2000. 164. Shergold, F.A. âA Study of the Granulations Used in the Pro- duction of Road-Making Aggregate,â Road Research Paper No. 44, Department of Scientific and Industrial Research, Her Majestyâs Stationary Office, London, England, 1959. 165. Personal communication with John Hinrichson, 2003. 166. Jahn, D.W. âEvolving Influence of Superpave on Coarse Aggregate Particle Shape: Changing Flat and Elongated Requirements.â Proceedings of the 6th Annual Symposium, International Center for Aggregates Research, College Sta- tion, TX, 1998. 167. Jahn, D.W. âA Closer Look at Superpave Aggregate Speci- fications.â Proceedings of the 4th Annual Symposium, Inter- national Center for Aggregates Research, College Station, TX, 1996. 168. Manning, A. âParticle ShapeâManufactured Sand Use of Varied Crushers.â Proceedings of the 3rd Annual Symposium, International Center for Aggregates Research, College Sta- tion, TX, 1995. 169. Ahn, N.-S., and D.W. Fowler. An Experimental Study on the Guidelines for Using Higher Contents of Aggregate Microfines in Portland Cement Concrete, Report ICAR 102-1F, Inter- national Center for Aggregates Research, College Station, Texas, 2001. 170. Kandhal, P.S., F. Parker, Jr., and R.B. Mallick. Transporta- tion Research Circular 479: Aggregate Tests for Hot-Mix Asphalt: State of the Practice. Transportation Research Board, National Research Council, Washington, DC, 1997. 171. Anderson, R.M., G.A. Huber, D.E. Walker, and X. Zhang. âMixture Testing, Analysis, and Field Performance of the Pilot Superpave Projects: The 1992 SPS-9 Mixtures.â Journal of the Association of Asphalt Paving Technologists, Vol. 69; 2000; pp. 177â211. 172. Brown, E.R., D. Decker, R. Mallick, and J. Bukowski. âSuper- pave Construction Issues and Early Performance Evaluation,â Journal of the Association of Asphalt Paving Technologists, Vol. 68; 1999; pp. 613â660. 173. U.S. Department of Transportation, Federal Highway Admin- istration. DataPave 3.0, FHWA-RD-01-148, 2001. 174. Stroup-Gardiner, M., and D.E. Newcomb. Investigation of Hot Mix Asphalt Mixtures at Mn/Road. MN/RC-97/06, Min- nesota DOT, St. Paul, MN, 1997. 175. U.S. Department of Transportation, Federal Highway Admin- istration. Performance of Coarse-Graded Mixes at Wes- TrackâPremature Rutting, Final Report. FHWA, Washing- ton, DC, 1998. 176. Hand, A.J., A.E. Epps, and J.A. Epps. âEffects of Aggregate Variability on WesTrack HMA Performance.â Paper pre- sented at 8th Annual Symposium of the International Center for Aggregate Research, 2000. 177. Brown, E.R., L.A. Cooley, Jr., D. Hanson, C. Lynn, R.B. Powell, B.D. Prowell, and D. Watson. NCAT Test Track: Design, Construction and Performance, NCAT 02-12. National Center for Asphalt Technology, Auburn, AL, 2002. 178. Powell, R.B. As-Built Properties of Experimental Test Sec- tions on 2000 NCAT Pavement Test Track. Report No. 01-02, National Center for Asphalt Technology, Auburn, AL, 2001. 179. Brown, E.R., B.D. Prowell, L.A. Cooley, Jr., J. Zhang, and R.B. Powell. âEvaluation of Rutting Performance on the 2000 NCAT Test Track,â Paper presented at the Annual Meeting of the Association of Asphalt Paving Technologists, 2004. 180. Saeed, A.R., and J.W. Hall, Jr. NCHRP Report 512: Pavement Testing: Data Guidelines. Transportation Research Board of the National Academies, Washington, DC, 2003. 181. Gudimettla, J.M., L.A. Cooley, Jr., and E.R. Brown. Work- ability of Hot Mix Asphalt, NCAT Report 03-03. National Center for Asphalt Technology, Auburn, AL, 2003. 182. Collins, R., and K. Vaughan. âWarm Asphalt Study,â Progress Report, Pavement Technology, Inc. 2003.