NCAT Hot Mix Asphalt (HMA) Reference Collection

image4408.jpgThe NCAT library, located at our research laboratory in the Auburn Technology Park, contains books and journals dating from 1905 to the present. We invite you to visit the library next time you are in the Auburn area. Below is a listing of some of the references in this library, which is continuously being updated.

Please click on any keyword to begin a search of related literature:

Additive

  1. Terrel, R.L. and J.A. Epps. Using Additives and Modifiers in Hot Mix Asphalt. National Asphalt Pavement Association Quality Improvement Series 114, 1988.
  2. Brown, E.R., J.L. McRae, and A. Crawley. Effect of Aggregates on Performance of Bituminous Concrete, Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavement, ASTM Special Technical Publication 1016, Schreuders and Marek, Editors, ASTM, 1989.

Aggregate: Gradation

  1. Goode, J.F., and L.A. Lufsey. A New Graphical Chart for Evaluating Aggregate Gradations. Proceedings, Association of Asphalt Paving Technologists, Volume 31, 1962, pp. 176-207.
  2. Nijboer, L.W. Plasticity as a Factor in the Design of Dense Bituminous Road Carpets. Elsevier Publishing Co., Inc., New York, NY, 1948.
  3. Asphalt Concrete Mix Design and Field Control. Federal Highway Administration Technical Advisory T 5040.27, Federal Highway Administration, Department of Transportation, Washington, D.C., 1988.

Aggregate: Physical Properties

  1. Marek, C.R., H. Herrin, C.L. Kesler, and E.J. Barenberg. Promising Replacements for Conventional Aggregates for Highway Use. NCHRP Report 135, Highway Research Board, 1972.
  2. McLeod, N.W. and J.K. Davidson. Particle Index Evaluation of Aggregates for Asphalt Paving Mixtures. Proceedings Association of Asphalt Paving Technologists, Volume 50, 1981.
  3. Asphalt Concrete Mix Design and Field Control. FHWA Technical Advisory T 5040.27, FHWA, 1988.
  4. Lee, D.Y. The Relationship Between Physical and Chemical Properties of Aggregates and Their Asphalt Absorption. Proceedings Association of Asphalt Paving Technologists, Volume 38, 1969.
  5. Fuller, W.B. and S.E. Thompson. The Laws of Proportioning Concrete. Journal of Transportation Division, American Society of Civil Engineers, Vol. 59, 1907.
  6. Hveem, F.N. Gradation of Mineral Aggregate for Dense Graded Bituminous Mixtures. Proceedings Association of Asphalt Paving Technologists, Volume 11, 1940.
  7. Dalhouse, J.B. Plotting Aggregate Gradation Specifications for Bituminous Concrete. Public Roads, Vol. 27, No. 7, 1953.
  8. Lee, D.Y. Review of Aggregate Blending Techniques. Highway Research Record 441, Highway Research Board, 1973.
  9. Lutter, B.E. and T.D. White. Computer Method for Aggregate Blending. Instruction Report S-70-5., U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS 1970.
  10. Rothfuchs, G. Graphical Determination of the Proportioning of the Various Aggregates Required to Produce a Mix of a Given Grading. Betonstrasse, Vol. 14, No. 1, 1939.
  11. Mackintosh, C.S. Blending of Aggregates for a Premix Carpet. Transvaal Roads Department, Pretoria, 1959.
  12. Nuemann, D.L. Mathematical Method for Blending Aggregates. Journal of Construction Division, American Society of Civil Engineers, Vol. 90, No. 2, 1964.
  13. Ritter, J.B. and L.R. Shafter. Blending Natural Earth Deposits for Least Cost. Journal of Construction Division, American Society of Civil Engineers, Vol. 87, No. 1, 1961.
  14. Easa, S.M. Trade-Off of Gradation and Cost Requirements in Aggregate Blending. Cement, Concrete, and Aggregates, Vol. 7, No. 1, pp. 29-36, 1985.
  15. Miller, L.J. and D.C. Bean. Selection of Aggregate Components by Computer for Optimum Mix Design. Proceedings Canadian Technical Asphalt Association, Vol. 25, 1980.
  16. The Aggregate Handbook, National Stone Association, Washington, D. C., 1993.

Aggregate: Mineralogical and Chemical Properties

  1. American Society for Testing and Materials, Volume 0402, ASTM C 294 Standard Descriptive Nomenclature of Constituents of Natural Mineral Aggregates, 1989.
  2. Bureau of Public Roads. The Identification of Rock Types, 1960.
  3. McLaughlin, J.F. et al. Distribution, Production, and Engineering Characteristics of Aggregates. Highway Engineering Handbook, ed. by Woods, K.B., McGraw-Hill, N.Y., 1960.
  4. Cordon, W.A. Properties, Evaluation, and Control of Engineering Materials, McGraw-Hill, N.Y., 1979.
  5. State-of-the-Art: Effect of Water on Bitumen-Aggregate Mixtures. Special Report 98, Highway Research Board, 1968.
  6. Mertens, E.W. and J.J. Borgfeldt. Cationic Asphalt Emulsions. Bituminous Materials: Asphalts, Tars, and Pitches, ed. by Hoiberg, A.J., Vol. 2, Part 1 p. 359, Interscience Publishers, John Wiley & Sons, N.Y., 1965.
  7. Petersen, J.C. Chemical Composition of Asphalt as Related to Asphalt Durability: State-of-the-Art. Transportation Research Record 999, 1984.

Aggregate: Production

  1. A Handbook of Crushing, Bulletin 4030, Pennsylvania Crusher Corporation, Broomall, Pennsylvania, 1974

Asphalt Cement: Grading System

  1. Welborn, J.Y. and W.J. Halstead. Testing of Asphalts and Asphalt Mixtures. Proceedings AAPT, Vol. 43A, 1974.
  2. Terrel, R.L., J.A. Epps, and C. Crawford. Making the Most of Temperature/Viscosity Characteristics. National Asphalt Pavement Association Information Series 102/88, 1988.

Asphalt Cement: Chemical Properties

  1. Petersen, J.C. Chemical Composition of Asphalt as Related to Asphalt Durability - State- of-the-Art. TRB, Research Record No. 999, 1984.
  2. Halstead, W.J. Relation of Asphalt Chemistry to Physical Properties and Specifications. Proceedings AAPT, Vol. 54, 1985.
  3. Nellensteyn, F.J. Relation of the Micelle to the Medium in Asphalt, Journal of the Institute of Petroleum Technologist, Vol. 14 (1928).
  4. Rostler, F.S. Fractional Composition: Analytical and Functional Significance. (Chapter 6-Bituminous Materials-Asphalts, Tars, and Pitches); Vol. II, Asphalts. Edited by Arnold J. Hoiberg. Huntington, New York: Robert E. Krieger Publishing Company, 1979.
  5. Oliensis, G.L. The Spot Test. Proceedings AAPT, Vol. 6 (1935).
  6. Heithaus, J.J. and D.F. Fink, An Examination of the Significance of the Oliensis Spot Test. Proceedings AAPT, Vol. 28 (1959).
  7. Rostler, F.S. and H.W. Sternberg. Compounding Rubber with Petroleum Products. Industrial and Engineering Chemistry, Vol. 41 (1949), pp. 598-608.
  8. Rostler, F.S. and R.M. White. Composition and Changes in Composition of Highway Asphalts, 85-100 Grade. Proceedings AAPT, Vol. 31 (1962), pp. 35-89.
  9. Corbett, L.W. Composition of Asphalt Based on Generic Fractionation Using Solvent Deasphalting, Elution-Adsorption Chromatography, and Densimetric Characterization. Analytical Chemistry, Vol. 41, (1969), pp. 576-579.

Asphalt Cement: Historical Background

  1. Barth, E.J. Asphalt Science and Technology. Gordon and Breach Science Publishers, New York 1962.
  2. Wallace, H.A. and J.R. Martin. Asphalt Pavement Engineering. McGraw-Hill Book Co., New York 1967.
  3. Traxler, R.N. Asphalt: Its Composition, Properties and Uses. Reinhold Publishing Corp., New York 1961.

Asphalt Cement: Refining

  1. Corbett, L.W. Refining Processing of Asphalt Cement. TRB, Transportation Research Record 999, 1984.
  2. Hodgson, R.S. Asphalt: What and From Where. Paper presented at the Asphalt-State-of-the-Art Conference, Woodbridge, NJ (May 11, 1981)

Asphalt Cement: Rheological Properties and Pavement Performance

  1. Kandhal, P.S., L.D. Sandvig, W.C. Koehler and M.E. Wenger. Asphalt Viscosity - Related Properties of In-Service Pavements in Pennsylvania. ASTM Special Technical Publication No. 532, 1973.
  2. Vallerga, B.A., C.L. Monismith and K. Granthem. A Study of Some Factors Influencing the Weathering of Paving Asphalts. Proceedings AAPT, Vol. 26, 1957.
  3. Finn, Fred N. Factors Involved in the Design of Asphaltic Pavement Surfaces. HRB, NCHRP Report 39, 1967.
  4. Traxler, R.N. Durability of Asphalt Cements. Proceedings AAPT, Vol. 32, 1963.
  5. Brown, A.B., J.W. Sparks and O. Larsen. Rate of Change of Softening Point, Penetration, and Ductility of Asphalt in Bituminous Pavement. Proceedings AAPT, Vol. 26, 1957.
  6. Lee, Dah-Yinn. Asphalt Durability Correlation in Iowa. HRB, Highway Research Record 468, 1973.
  7. Kandhal, P.S., and M.E. Wenger. Asphalt Properties in Relation to Pavement Performance. TRB, Transportation Research Record 544, 1975.
  8. Kandhal, P.S. and W.C. Koehler. Significant Studies on Asphalt Durability: Pennsylvania Experience. TRB, Transportation Research Record 999, 1984.
  9. Properties of Asphaltic Bitumen, J. Ph. Pfeiffer, Ed., Elsevier Publishing Company, Inc. New York, 1950.
  10. McLeod, N.W. Asphalt Cements: Pen-Vis Number and Its Application to Moduli of Stiffness. ASTM Journal of Testing and Evaluation Vol. 4, No. 4, 1976.
  11. Kandhal, P.S. and W.C. Koehler. Effect of Rheological Properties of Asphalts on Pavement Cracking. ASTM Special Technical Publication 941, 1987.
  12. Puzinauskas, V.P. Evaluation of Properties of Asphalt Cements with Emphasis on Consistencies at Low Temperatures. Proceedings AAPT Vol. 36, 1967.
  13. Kandhal, P.S., L.D., Sandvig and M.E. Wenger. Shear Susceptibility of Asphalts in Relation to Pavement Performance. Proceedings AAPT Vol. 42, 1973.
  14. Van der Poel, C. A General System Describing the Viscoelastic Properties of Bitumens and its Relation to Routine Test Data. Journal of Applied Chemistry, May 1954.
  15. Heukelom, W. and A.J.G. Klomp. Road Design and Dynamic Loading. Proceedings AAPT Vol. 33, 1964.
  16. Heukelom, W. An Improved Method of Characterizing Asphaltic Bitumens with the Aid of their Mechanical Properties. Proceedings AAPT Vol. 42, 1973.
  17. Haas, R.C.G. A Method for Designing Asphalt Pavements to Minimize Low-temperature Shrinkage Cracking. The Asphalt Institute Research Report No. 73-1, January 1973.
  18. Kandhal, P.S. et al. Low-Temperature Properties of Paving Asphalt Cements. TRB State-of-the-Art Report 7, 1988.
  19. Schweyer, H.E. A Pictorial Review of Asphalt Rheology. Proceedings AAPT, Vol. 43A, 1974.
  20. Schweyer, H.E. and J.C. Busot. Experimental Studies on Viscosity of Asphalt Cements at 77oF. HRB, Highway Research Record 361, 1971.
  21. Schweyer, H.E., R.L. Baxley, and A.M. Burns. Low-Temperature Rheology of Asphalt Cements - Rheological Background. ASTM Special Technical Publication 628, 1977.
  22. Fenijn, J. and R.C. Krooshof. The Sliding Plate Rheometer - A Simple Instrument for Measuring the Visco-Elastic Behavior of Bitumens and Related Substances in Absolute Units. Proceedings Canadian Technical Asphalt Association, Vol. 15, 1970.
  23. Gaw, W.J. Measurement and Prediction of Asphalt Stiffness and Their Use in Developing Specifications to Control Low-Temperature Pavement Transverse Cracking. ASTM Special Technical Publication 628, 1977.
  24. Gaw, W.J. Measurement and Prediction of Asphalt Stiffness at Low and Intermediate Pavement Service Temperatures. Proceedings AAPT, Vol. 47, 1978.
  25. Pink, H.S., R.E. Merz and D.S. Bosniack. Asphalt Rheology: Experimental Determination of Dynamic Moduli at Low Temperatures. Proceedings AAPT, Vol. 49, 1980.
  26. Welborn, J.Y. Relationship of Asphalt Cement Properties to Pavement Durability. TRB, NCHRP Report 59, 1979.
  27. Kandhal, P.S. Low-Temperature Ductility in Relation to Pavement Performance. ASTM Special Technical Publication 628, 1977.
  28. Hubbard, P. and Gollomb, H. The Hardening of Asphalt with Relation to Development of Cracks in Asphalt Pavements. Proceedings AAPT, Vol. 9, 1937.
  29. Welborn, J.Y., E.R. Oglio and J.A. Zenewitz. A Study of Viscosity Graded Asphalt Cements. Proceedings AAPT, Vol. 35, 1966.
  30. Doyle, P.C. :Cracking Characteristic of Asphalt Cement. Proceedings AAPT, Vol. 27, 1958.
  31. Halstead, W.J. The Relation of Asphalt Ductility to Pavement Performance. Proceedings AAPT, Vol. 32, 1963.
  32. Hveem, F.N., E. Zube and J. Skog. Proposed New Tests and Specifications for Paving Grade Asphalts. Proceedings AAPT, Vol. 32, 1963.
  33. Serafin, P.J. Discussion. Proceedings AAPT, Vol. 32, 1963, pp. 196-199.
  34. Vallerga, B.A. and W.J. Halstead. Effects of Field Aging on Fundamental Properties of Paving Asphalts. HRB, Highway Research Record 361, 1971.
  35. Kandhal, P.S. and M.E. Wenger. Measurement of Asphalt Viscosity at 77oF with a Vacuum Capillary Viscometer. Proceedings AAPT, Vol. 44, 1975.
  36. Kandhal, P.S. and W.C. Koehler. Pennsylvania's Experience in the Compaction of Asphalt Pavements. ASTM Special Technical Publication 829, 1984.
  37. Finn, F.N., K. Nair and J.M. Hilliard. Minimizing Premature Cracking in Asphaltic Concrete Pavement. TRB, NCHRP Report 195, 1978.
  38. Kandhal, P.S. Low Temperature Shrinkage Cracking of Pavements in Pennsylvania. Proceedings AAPT, Vol. 47, 1978.
  39. Fromm, H.J. and W.A. Phang. Temperature Susceptibility Control in Asphalt Cement Specifications. HRB, Highway Research Record 350, 1971.
  40. Kandhal, P.S. Evaluation of Low Temperature Pavement Cracking on Elk County Research Project. TRB, Transportation Research Record 777, 1980.
  41. McLeod, N.W. The Case for Grading Asphalt Cements by Penetration at 77oF. Proceedings Canadian Technical Asphalt Association, Vol. 20, 1975.
  42. Burgess, R.A., O. Kopvillem, and F.D. Young. Ste. Anne Test Road - Relationship Between Predicted Fracture Temperatures and Low Temperature Field Performance. Proceedings AAPT, Vol. 40, 1971.
  43. Readshaw, E.E. Asphalt Specifications in British Columbia for Low Temperature Performance. Proceedings AAPT, Vol. 41, 1972.
  44. Kandhal, P.S. Evaluation of Baghouse Fines in Bituminous Paving Mixtures. Proceedings AAPT, Vol. 50, 1981.
  45. Majidzadeh, K. and F.N. Brovold. State-of-the-Art: Effect of Water on Bitumen - Aggregate Mixtures. HRB, Special Report 98, 1968.
  46. Taylor, M.A. and N.P. Khosla. Stripping of Asphalt Pavements: State-of-the-Art. TRB, Transportation Research Record 911, 1983.
  47. Hodgson, R.S. Asphalt: What and From Where. Paper presented at the Asphalt-State-of-the-Art Conference, Woodbridge, NJ, May 11, 1981.
  48. Jennings, P.W. High Pressure Liquid Chromatography as a Method of Measuring Asphalt Composition. Report No. FHWA-MT-7930, Montana State University, Bozeman, Montana, 1980.

Hot Mix Asphalt: Equipment and Construction

  1. Linden, et al. Effect of Compaction on Asphalt Concrete Performance. Transportation Research Board, Transportation Research Record 1217, 1989.
  2. Nijboer, L.W. Plasticity as a Factor in the Design of Dense Bituminous Road Carpets. Elsevier Publishing Co., Inc., New York, N.Y., 1948.
  3. Principles of Construction of Hot Mix Asphalt Pavements. The Asphalt Institute, Manual Series No. 22 (MS-22), January 1983.
  4. Compaction Handbook. 6th Edition, Hyster Company, Construction Equipment Division, Kewanee, IL, October 1986.
  5. Tunnicliff, D.G., R.W. Beatty, and E.H. Holt. A History of Plants, Equipment and Methods in Bituminous Paving. Proceedings, Association of Asphalt Paving Technologists, Volume 43A, 1974.
  6. Geller, Myron. Compaction Equipment for Asphalt Mixes. Placement and Compaction of Asphalt Mixtures, American Society for Testing and Materials, Special Technical Publication 829, F.T. Wagner, Ed., 1984.
  7. McLaughlin, A.L. Field Compaction of Bituminous Mixes for Airport Pavements. Federal Aviation Administration, Report No. FAA-RD-77-42, April 1977.
  8. Brown, E.R. Experiences of Corps of Engineers in Compaction of Hot Asphalt Mixtures. Placement and Compaction of Asphalt Mixtures, American Society for Testing and Materials, Special Technical Publication 829, F.T. Wagner, Ed., 1984.
  9. State of the Art: Vibratory Compaction of Asphalt Pavements. Transportation Research Board, Transportation Research Circular Number 242, April 1982.
  10. Quality Control for Hot Mix Asphalt Manufacturing Facilities and Paving Operations. National Asphalt Pavement Association, Quality Improvement Series 97/87, 1987.
  11. Hot Mix Asphalt Paving Inspection - Training Manual. Texas State Department of Highways and Public Transportation, 1983.
  12. Brown, E.R. Statistical Quality Control Procedures for Airport Pavement Materials. Federal Aviation Administration, Report No. FAA-RD-73-199, October, 1985.
  13. Ford, M. C. Pavement Densification Related to Asphalt Mix Characteristics. Paper presented at the 1988 Annual Meeting of the Transportation Research Board, Washington, DC, 1988.
  14. Brown, E.R., and S. Cross. A Study of In-Place Rutting of Asphalt Pavements. Proceedings, Association of Asphalt Paving Technologists, Volume 58, 1989.
  15. Huber, G.A. and G.H. Heiman. Effect of Asphalt Concrete Parameters on Rutting Performance: A Field Investigation. Proceedings, Association of Asphalt Paving Technologists, Volume 56, 1987.
  16. Zube, E. Compaction Studies of Asphalt Concrete Pavement as Related to the Water Permeability Test. Paper presented at 41st Annual Meeting of the Highway Research Board, Washington, DC, 1962.
  17. Brown, E.R., R. Collins, and J.R. Brownfield. Investigation of Segregation of Asphalt Mixtures in State of Georgia. Paper presented at 68th Annual Meeting of the Transportation Research Board, Washington, DC, 1989.
  18. Santucci, L.E., D.D. Allen, and R.L. Coats. The Effects of Moisture and Compaction on the Quality of Asphalt Pavements. Proceedings, Association of Asphalt Paving Technologists, Volume 54, 1985.
  19. White, T.D. Marshall Procedures for Design and Quality Control of Asphalt Mixtures. Proceedings, Association of Asphalt Paving Technologists, Vol. 54, 1985.
  20. Brown, E.R. Density of Asphalt Concrete-How Much is Needed?. Paper presented at 69th Annual Meeting of the Transportation Research Board, Washington, DC, 1990.

Hot Mix Asphalt: Contract and Specification

 

Hot Mix Asphalt: Construction Facilities

  1. Brock, J.D. Dryer Drum Mixer. Astec Industries, Chattanooga, TN, undated.
  2. Scherocman, J.A., T.W. Kennedy, M. Tahmoressi, R. Holmgreen. Construction of Asphalt Concrete Pavement. Center for Transportation Research, The University of Texas at Austin, September 1986.
  3. Brock, J.D., and E.G. Mize. The Drum Mix Process. Astec Industries, Technical Bulletin Number T-110, Chattanooga, TN, 1984.
  4. Fugitive Dust Control and the Hot Mix Plant. National Asphalt Pavement Association, NAPA Report IS-73, 1980.

Hot Mix Asphalt: Material Characterization

  1. Papzian. The Response of Linear Viscoelastic Materials in the Frequency Domain with Emphasis on Asphaltic Concrete. Proceedings, International Conference on the Structural Design of Asphalt Pavements, University of Michigan, 1962.
  2. Seed, H.C., C.K. Chan and C.E. Lee. Resilience Characteristics of Subgrade Soils and Their Relation to Fatigue Failures in Asphalt Pavements. Proceedings, International Conference on the Structural Design of Asphalt Pavements, University of Michigan, 1962.
  3. Van der Poel, C. A General System Describing The Viscoelastic Properties of Bitumens and Its Relation to Routine Test Data. Journal of Applied Chemistry, Vol. 4, May, 1954.
  4. Haas, R.C.G. A Method for Designing Asphalt Pavements to Minimize Low-Temperature Shrinkage Cracking. The Asphalt Institute, Res. Rept. 73-1, Jan., 1973.
  5. Epps, J.A. and C.L. Monismith. Influence of Mixture Variables on the Flexural Fatigue Properties of Asphalt Concrete. Proceedings, Association of Asphalt Paving Technologists, Volume 38, February 1969.
  6. Kallas, B.F. and V.P. Puzinauskas. Flexural Fatigue Tests on Asphalt Paving Mixtures. Fatigue of Compacted Bituminous Aggregate Mixtures, American Society for Testing and Materials, Stp 508, 1972.
  7. Brown, E.R. Evaluation of Fatigue Properties of Recycled Asphalt Concrete. Proceedings, Sixth International Conference on Structural Design of Asphalt Pavements, Volume I, 1987.
  8. Kennedy, T.W. and J.N. Anagnos. Procedures for the Static and Repeated-Load Indirect Tensile Tests. University of Texas, Research Report 183-14, August 1983.
  9. Hadley, William O., W. Ronald Hudson, and Thomas W. Kennedy. An Evaluation of Factors Affecting the Tensile Properties of Asphalt-Treated Materials. University of Texas, Research Report 98-2, August 1972.
  10. Hadley, William O., W. Ronald Hudson and Thomas W. Kennedy. A Method of Estimating Tensile Properties of Materials Tested in Indirect Tension. Center for Highway Research, University of Texas, Research Report 98-7, July 1970.
  11. Anagnos, James N. and Thomas W. Kennedy. Practical Method of Conducting the Indirect Tensile Test. University of Texas, Research Report 98-10, August 1972.
  12. Moavenzadeh, F., J.E.Soussou, and H.K. Findakly. Synthesis for Rational Design. Vol. II, final Report for FHWA Contract 7776, January 1974.
  13. Moavenzadeh, F., J.E.Soussou, H.K. Findakly,and B.Bradeneyer. Synthesis for Rational Design-Operating Instructions and Documentation. Final Report for FHWA Contract 7776, January 1974.
  14. Kennedy, T.W., and J.N. Anagnos. Lime Treatment of Asphalt Mixtures, Research Report 253-4 Center for Transportation Research, University of Texas, Research Report 253-4, July 1983.
  15. The Asphalt Handbook. Asphalt Institute, Manual Series No. 4 (MS-4) 1989 Edition.
  16. Lottman, R.P. Predicting Moisture-Induced Damage to Asphalt Concrete. NCHRP Report No. 192, 1978.

Hot Mix Asphalt: Material Characterization: Criteria for Test

  1. Kennedy, T.W., R. Haas, and F.R. Meyer. Characterization of Pavement Materials for Fundamental Structural Analyses. Inter-American Conference on Materials Technology; Caracus, Venezuela, 1975.

Hot Mix Asphalt: Material Characterization: Physical Properties

  1. Brown, E.R. and Stephen Cross. A Study of In-Place Rutting of Asphalt Pavements. Proceedings, Association of Asphalt Paving Technologists, Volume 58, 1989.
  2. Ford, Miller. Pavement Densification Related to Asphalt Mix Characteristics. Paper presented at 67th annual Transportation Research Board, January 1988.
  3. Huber, G.A. and G.H. Herman. Effect of Asphalt Concrete Parameters on Rutting Performance: A Field Investigation. Proceedings, Association of Asphalt Paving Technologists, Volume 56, 1987.
  4. Zube, Ernest. Compaction Studies of Asphalt Concrete Pavement as Related to the Water Permeability Test. Paper presented at the Annual Meeting of the Highway Research Board, 1962.
  5. Brown, E.R., R. Collins, and J.R. Brownfield. Investigation of Segregation of Asphalt Mixtures in State of Georgia. Paper presented at the Annual Meeting of the Transportation Research Board, 1989.
  6. Santucci, L.E., D.D. Allen, and R.L. Coats. The Effects of Moisture and Compaction on Quality of Asphalt Pavements. Proceedings, Association of Asphalt Paving Technologists, Volume 54, 1985.

Hot Mix Asphalt: Mix Design: History

  1. Crawford, C. The Rocky Road of Mix Design. Hot Mix Asphalt Technology, Winter 1989, National Asphalt Pavement Association, 1989, pp. 10-13 and 16.
  2. Richardson, C. The Modern Asphalt Pavement. John Wiley & Sons, New York, Second Edition, 1912.

Hot Mix Asphalt: Mix Design: Hveem Method

  1. Vallerga, B.A., and W.R. Lovering. Evolution of the Hveem Stabilometer Method of Designing Asphalt Paving Mixtures. Vol. 54, Proceedings, Association of Asphalt Paving Technologists, 1985, pp. 243 - 265.

Hot Mix Asphalt: Mix Design: Laboratory Compaction

  1. Arena, P.J. Evaluation of the Gyratory Compactor for Use in Designing Asphalt Concrete Mixtures. Louisiana Department of Highways Research Report No. 26, Baton Rouge, LA, December 1986.
  2. Kandhal, P.S., S.C. Cross and E.R. Brown. Evaluation of Bituminous Pavement for High Pressure Truck Tires. PennDOT Final Report No. FHWA/PA-90-008+87-01, December 1990

Hot Mix Asphalt: Mix Design: Marshall Method

  1. Kandhal, P.S., and W.S. Koehler. Marshall Mix Design Method: Current Practices. Proceedings, Association of Asphalt Paving Technologists, Vol. 54, 1985, pp. 284-303.
  2. White, T.D. Marshall Procedures for Design and Quality Control of Asphalt Mixtures. Proceedings, Association of Asphalt Paving Technologist, Vol. 54, 1985, pp. 265-284.
  3. Foster, C.R. Development of Marshall Procedures for Designing Asphalt Paving Mixtures. NAPA IS84, National Asphalt Pavement Association, 1982.
  4. Mix Design Methods for Asphalt Concrete and Other Hot Mix Types. MS-2, The Asphalt Institute, May 1984.
  5. Mix Design Techniques - Part I. NAPA TAS-14, Instructors Manual, National Asphalt Pavement Association, April 1982.
  6. Foster, C.R. The Effect of Voids in Mineral Aggregates on Pavement Performance. NAPA IS96, National Asphalt Pavement Association, 1986.

Hot Mix Asphalt: Mix Design: Moisture Susceptibility

  1. Tunnicliff, D.G., and R.E. Root. Testing Asphalt Concrete for Effectiveness of Antistripping Additives. Proceedings, Association of Asphalt Paving Technologist, Volume 52, 1983, pp. 535-560.

Hot Mix Asphalt: Mix Design: Skid Resistance

  1. Standard Specifications for Highway Construction. State of Alabama Highway Department, Montgomery, AL, 1985.

Hot Mix Asphalt: Mix Design: Weight Volume Relationships

  1. Finn, F.N., and J.A. Epps. Compaction of Hot Mix Asphalt Concrete. TTI Research Report 214-21, Texas Transportation Institute, Texas A & M University, College Station, TX, August 1980.
  2. Mix Design Methods for Asphalt Concrete and Other Hot Mix Types. MS-2, The Asphalt Institute, May 1984.

Hot Mix Asphalt: Mix Design: Mix Segregation

  1. Brock, J.D. Hot Mix Asphalt Segregation: Causes and Cures. National Asphalt Pavement Association, Quality Improvement Series-110/86, 1986.

Hot Mix Asphalt: Statistical Concepts in Construction

  1. Brown, E.R. Statistical Quality Control Procedures for Airport Pavement Materials. Federal Aviation Administration, Report No. FAA-RD-73-199, October, 1985.

Hot Mix Asphalt: Transportation and Laydown Operations in Construction

  1. Roberts, F.L, P. S. Kandhal, E. R Bown. D. Y. Lee, and T. W. Kennedy. Hot Mix Asphalt Materials, Mixture Design, and Construction. NAPA Education Foundation, MD, 1991.

Hot Mix Asphalt: Maintenance

  1. Consequences of Deferred Maintenance. NCHRP Synthesis of Highway Practice 58, National Cooperative Highway Research Program, National Research Council, May 1979.
  2. Stevens, L.B. Road Surface Management for Local Governments - Resource Notebook. Report No. DOT-I-85-37, Office of Highway Planning, Federal Highway Administration, May 1985.
  3. Darter, M.I. and M.Y. Shahin. Pavement Rehabilitation: Identifying the Need. Transportation Engineering Journal, ASCE 106 (1), 1980, pp. 1-10.
  4. AASHTO Guide for Design of Pavement Structures 1986. American Association of State Highway and Transportation Officials, 1986.
  5. Hudson, S.W., B.F. McCullough, and R.F. Carmichael, III. Surface Design and Rehabilitation Guidelines for Low-Volume Roads. FHWA/ST-87-225, Federal Highway Administration, U.S. Department of Transportation, June 1987.
  6. FHWA Pavement Rehabilitation Manual. Federal Highway Administration, Report No. FHWA-ED-88-025, March 1988.
  7. Brown, E.R. Preventive Maintenance of Asphalt Concrete Pavements. Transportation Research Record 1205, National Academy of Sciences, 1989.
  8. Herrin, M., C.R. Marek, and K. Majidzadeh. Surface Treatments: State-of-the-Art. Highway Research Board, Special Report 96, 1968.
  9. Asphalt Surface Treatments and Asphalt Penetration Macadam. Asphalt Institute, Manual Series MS-13, November 1969.
  10. A Basic Asphalt Emulsion Manual-Volume 1 - Understanding and Using Emulsions. Report No. FHWA-IP-79-1, Federal Highway Administration, Department of Transportation, January 1979.
  11. Kandhal, P.S. Simplified Design Approach to Surface Treatments for Low-Volume Roads. Transportation Research Board, Research Record 898, 1983.
  12. Kandhal, P.S. and J.B. Motter. Criteria for Accepting Precoated Aggregate for Seal Coats and Surface Treatments. Paper presented at the 1991 Annual Meeting of the Transportation Research Board, January 1991.
  13. Report on Slurry Seal Applications. International Slurry Seal Association. Information Series - No. 1, Revised Edition.
  14. Benedict, C.R. Slurry Seal Systems for Pavement Conservation. Paper presented to Toledo Section, ASCE/University of Toledo Seminar, April 12, 1982, paper available from: International Slurry Seal Association, Washington, D.C.
  15. Design Technical Bulletin. International Slurry Seal Association. 1978.
  16. Peterson, D.E. Resealing Joints and Cracks in Rigid and Flexible Pavements. Transportation Research Board, NCHRP Synthesis 98, December 1982.
  17. Pothole Primer - A Public Administrators Guide to Understanding and Managing the Pothole Problem. Special Report 81-21, U.S. Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, Hanover, N.H., September 1981.
  18. Asphalt in Pavement Maintenance. The Asphalt Institute. Manual Series No. 16 (MS-16), March 1983.
  19. Asphalt Overlays for Highway and Street Rehabilitation. The Asphalt Institute. Manual Series No. 17 (MS-17), Second Edition, 1983.
  20. Yoder, E.J., and M.W. Witczak. Principles of Pavement Design, Second Edition, John Wiley and Sons, Inc., New York, NY., 1975.

Hot Mix Asphalt: Performance and Distress

  1. Kennedy, T.W., F.L. Roberts, and J.B. Rauhut. Distresses and Related Material Properties for Premium Pavements, Transportation Researcg Record 715, Transportation Research Board, 1979, pp. 15-21.
  2. Welborn, J.Y. State of the Art in Asphalt Pavement Specification, Report No. FHWA/RD-84/075, Federal Highway Administration, Office of Engineering and Highway Operations, Research and Development, Washington, DC, July 1984.
  3. Hveem, F., E. Zube, and J. Skog. Proposed New Tests and Specifications for Paving Grade Asphalts, Proceedings, Association of Asphalt Paving Technologists Volume 32, 1963, pp. 271-327.
  4. Rostron, J.P., F.L. Roberts, and W. Baron. Density Standards for Field Compaction of Granular Bases and Subbases NCHRP Report 176, National Cooperative Highway Research Program, National Research Council, Washington, DC, 1972.
  5. Brown, E.R. Design of Asphalt Mixtures for High Tire Pressures, Proceedings, National Conference on Effect of High Tire Pressures, Austin, Texas, 1987.
  6. Brown, E.R. and Cross, Steve. Comparison of Laboratory and Field Density of Asphalt Mixtures, Paper presented at Transportation Research Board, January 1991.
  7. Anderson, D.A. and J.P. Tarris. Effect of Baghouse Fines on Mixture Design Properties, QIP 102, National Asphalt Pavement Association.
  8. Anderson, D.A. Guidelines on the Use of Baghouse Fines, Information Series 101, National Asphalt Pavement Association, November 1987.
  9. Anderson, D.A. and J.P. Tarris. Adding Dust Collection Fines to Asphalt Paving Mixtures, NCHRP Report 252, National Cooperative Highway Research Program, National Research Council, Washington, DC, 1982.
  10. Craus, J., I. Ishai, and A. Sides. Some Physio-Chemical Aspects of the Filler Effects and the Role of the Filler in Bituminous Paving Mixtures, Proceedings, Association of Asphalt Paving Technologists, Volume 47, 1978, pp. 558-588.
  11. Eich, J.M. and J.F. Shook. The Effects of Baghouse Fines on Asphalt Mixtures, Research Report 78-3(RR-78-3), The Asphalt Institute, November 1978.
  12. Scrimsher, T. Baghouse Dust and Its Effects on Asphaltic Mixtures, Report CA-DOT-TL-3140-1-76-50, California Department of Transportation, Sacramento, CA, October 1976.
  13. Ward, R.G. and J.M. McDougal. Bituminous Concrete Plant Dust Collection System - Effects of Using Recovered Dust in Paving Mix, Research Report FHWA/WV-79-003, West Virginia Department of Highways, Charleston, WV, December 1979.
  14. Gietz, R.H. Interim Report: Mineral Fines Effect on Asphalt Viscosity, Report No. 164, Washington State Department of Transportation, Materials Office, Olympia, WA, April 1980.
  15. Kandhal, P.S. Evaluation of Baghouse Fines in Bituminous Paving Mixtures, Proceedings, Association of Asphalt Paving Technologists, Volume 50, 1981, pp. 150-210.
  16. Stiffler, A.K. Relationship Between Wear and Physical Properties of Roadstones Highway Research Board Special Report 101, 1969.
  17. Pavement Management Systems Limited. Study of Asphalt Cement Additives and Extenders, Roads and Transportation Association of Canada, January 1983.
  18. ScanRoad. Antistripping Agents for Bituminous Surfaces, Technical Bulletin 1, Singapore, October 1982.
  19. Dybalski, J.N. Cationic Surfactants in Asphalt Adhesion, Proceedings, Association of Asphalt Paving Technologists, Volume 51, 1982.
  20. Kennedy, T.W. Use of Hydrated Lime in Asphalt Paving Mixtures, National Lime Association, Bulletin #325, March 1984 (Rep. December 1987).
  21. Tunnicliff, D.G. and Root, R.E. Antistripping Additives in Asphalt Concrete-State-of-the-Art, Proceedings, Association of Asphalt Paving Technologists, Volume 51, 1982.
  22. Tunnicliff, D.G. and Root, R.E. Use of Antistripping Additives in Asphaltic Concrete Mixtures Laboratory Phase, NCHRP Report 274, TRB, December 1984.
  23. Petersen, J.C. Lime-Treated Pavements Offer Increased Durability, Roads & Bridges Magazine, January 1988.
  24. Petersen, J.C., Plancher, H. and Harnsberger, P.M. Lime Treatment of Asphalt to Reduce Age Hardening and Improve Flow Properties, Proceedings, Association of Asphalt Paving Technologists, Volume 56, 1987.
  25. Collins, R. Georgia's Experience with the Use of Hydrated Lime in Asphalt Concrete Mixtures, AASHTO Meeting Proceedings, Mobile, AL, 1982.
  26. Tunnicliff, D.G. and Root, R.E. Introduction of Lime into Asphalt Concrete Mixtures, Final Report, FHWA/RD-86/071, U.S. Department of Transportation, FHWA, Research and Development Division, Washington, DC, July 1986.
  27. Tunnicliff, D.G. Introduction of Lime into Asphalt Concrete Mixtures, Presentation, 24th Annual Laramie Asphalt Research Meeting, Western Research Institute, Laramie, Wyoming, July 8, 1987.
  28. Stuart, K.D. Evaluation of Procedures Used to Predict Moisture Damage in Asphalt Mixtures, FHWA/RD-86/091, Draft Report, March 1986.
  29. Kandhal, P.S., Lubold, C.W., Jr., and Roberts, F.L. Water Damage to Asphalt Overlays: Case Histories, Proceedings, Association of Asphalt Paving Technologists, Volume 58, 1989, pp 40-76.
  30. Kiggundu, B.M. and Roberts, F.L. The Success/Failure of Methods Used to Predict the Stripping Potential in the Performance of Bituminous Pavement Mixtures, Submitted to Transportation Research Board, July 1988.
  31. Gupta, P.K. Evaluation of the Immersion Compression Test for Asphalt-Stripping Potential, Report FHWA/NY/ST-84/77, March 1984.
  32. Fohs, D., et al. Research on Asphalt Pavement Rutting/Stripping, Task Force on Asphalt Pavement, April 15, 1987.
  33. Skid Resistance, NCHRP Synthesis of Highway Practice 14, 1972.
  34. Balmer, G.G., and R.R. Hegmon. Recent Developments in Pavement Texture Research Transportation Research Record 788, Transportation Research Board, 1980.
  35. Balmer, G.G. Pavement Texture: Its Significance and Development Transportation Research Record 666, Transportation Research Board, 1978.
  36. Leu, M.C., and J.J. Henry. Prediction of Skid Resistance as a Function of Speed From Pavement Texture Measurements Transportation Research Record 666, Transportation Research Board, 1978.
  37. Kummer, H.W., and W.E. Meyer. Tentative Skid-Resistance Requirements for Main Rural Highways, NCHRP Report 37, 1967.
  38. National Transportation Safety Board. Safety Effectiveness Evaluation: Selected State Highway Skid Resistance Programs, Report NTSB-SEE-80-6, Washington, DC, Sept. 1980.

Hot Mix Asphalt: Serviceability/Performance Concepts

  1. The WASHTO Road Test, Part 2: Test Data Analyses and Findings, Highway Research Board Special Report 22, Highway Research Board, 1955.
  2. Carey, W.N. and P.E. Irick. The Pavement Serviceability - Performance Concept, Highway Research Board Bulletin 250, Highway Research Board, 1960, pp. 40-58.
  3. Haas, R. and W.R. Hudson. Pavement Management Systems, McGraw-Hill Book Company, New York, NY, 1978.
  4. Spangler, E.B. and W.J. Kelley. GMR Road Profilometer: A Method for Measuring Road Profile, General Motors Corporation, Warren, Michigan, December 1964.
  5. Hveem, F.N. Devices for Recording and Evaluating Pavement Roughness, Highway Research Board Bulletin 264, Highway Research Board, 1960.
  6. Hudson, W.R., W.E. Teske, K.H. Dunn, and E.B. Spangler. State of the Art of Pavement Condition Evaluation, Highway Research Board Special Report 95, Highway Research Board, 1968.
  7. Roberts, F.L. State of the Art of Estimating Pavement Serviceability Using Roughness Measurements, Proceedings, American Society of Civil Engineers, Specialty Conference in Pavement Design for Practicing Engineers, Atlanta, GA, June 1975.
  8. Wambolt, J.D. State of the Art of Measurement and Analysis of Road Roughness, Transportation Research Record 836, Transportation Research Board, 1981.
  9. Hudson, W.R., G.E. Elkins, W. Uddin, and K.T. Reilly. Improved Methods and Equipment to Conduct Pavement Distress Surveys, Report FHWA-TS-87-213, Federal Highway Administration, USDOT, Washington, DC, 1987.
  10. Brokaw, M.P. Development of the PCA Road Meter: A Rapid Method for Measuring Slope Variance, Highway Research Board Record 189, Highway Research Board, 1967.
  11. Phillips, M.B. and G. Swift. A Comparison of Four Roughness Measuring Systems, Highway Research Board Record 291, Highway Research Board, 1969.
  12. Rainhart Co. Mays Ride Meter Booklet, Austin, Texas, 1972.
  13. Spangler, E.B. and W.J. Kelley. Servo-Seismic Method of Measuring the Road Profile, Highway Research Board Bulletin 328, Highway Research Board, 1962.
  14. Automatic Road Analyzer Mobile Data Acquisition Vehicle, Product Bulletin, Highway Products International, Inc., 1985.
  15. DeWilder, M. Proceeding, Roadway Evaluation Equipment Workshop - GERPHO and the APL, Report FHWA-TS-85-210, Federal Highway Administration, USDOT, Washington, DC, May 1985.
  16. Summary Results of the 1987 AASHTO Rideability Survey, AASHTO Highway Subcommittee on Construction, AASHTO, Washington, DC, 1988.
  17. Janoff, M.S. The Effect of Increased Initial Pavement Smoothness on Long Term Pavement Performance and Annual Pavement Maintenance Costs, presented at NAPA Annual Meeting, Honolulu, HI, January 1990.
  18. Foster, C.R. Pavement Smoothness, NAPA Information Series 53, National Asphalt Pavement Association, 1982.

Hot Mix Asphalt: Reconstruction

  1. Kandhal, P.S. and W.C. Kochler. Cold Recycling of Asphalt Pavements on Low Volume Roads. Transportation Research Board, Research Record 1106, Vol. 2, 1987.
  2. Kandhal, P.S., C.W. Lubold and F.L. Roberts. Water Damage to Asphalt Overlays: Case Histories. Proceedings, Association of Asphalt Paving Technologist, Vol. 58, 1989.
  3. Drainage of Asphalt Pavement Structures. The Asphalt Institute Manual Series No. MS-15, September, 1984.

Hot Mix Asphalt: Recycling

 

Hot Mix Asphalt: Rehabilitation

  1. AASHTO Guide for Design of Pavement Structures 1986. American Association of State Highway and Transportation Officials, 1986.
  2. Asphalt Overlays for Highway and Street Rehabilitation. The Asphalt Institute. Manual Series No. 17 (MS-17), Second Edition, 1983.
  3. Yoder, E.J., and M.W. Witczak. Principles of Pavement Design, Second Edition, John Wiley and Sons, Inc., New York, NY., 1975.
  4. Guideline Specifications for Hot Surface Recycling. Asphalt Recycling and Reclaiming Association, July 1986.
  5. Finn, F.N. and C.L. Monismith. Asphalt Overlay Design Procedures. Transportation Research Board, NCHRP Synthesis 116, December 1984.
  6. Sherman, G. Minimizing Reflection Cracking of Pavement Overlays. Transportation Research Board, NCHRP Synthesis 92, September 1982.
  7. Germann, F.P. and R. L. Lytton. Methodology for Predicting the Reflection Cracking Life of Asphalt Concrete Overlays. Texas Transportation Institute Report No. 205-5, Texas A&M University, January 1977.
  8. Picket, D.L. and R.L Lytton. Laboratory Evaluation of Selected Fabrics for Reinforcement of Asphaltic Concrete Overlays. Texas Transportation Institute Report 261-1, Texas A&M University, August 1983.
  9. McLaughlin, A.L. Reflection Cracking of Bituminous Overlays for Airport Pavements, A State of the Art. Report No. FAA-RD-79-57, U.S. Department of Transportation, Federal Aviation Administration, May 1979.
  10. Guidelines and Methodologies for the Rehabilitation of Rigid Pavements using HMA Overlays. Pavement Consulting Services. Draft Report to National Asphalt Pavement Association, December 1989.
  11. Kilar eski, W.P., and S.M. Stoffels. Structural Overlay Strategies for Jointed Concrete Pavements - Volume II Cracking and Seating of Concrete Slabs Prior to AC Overlay. Draft Report No. FHWA-RD-89-143, Federal Highway Administration, Department of Transportation, April 1990.
  12. Crawford, C. Cracking and Seating of PCC Pavements Prior to Overlaying with Hot Mix Asphalt - State of the Art. Information series 98/87, National Asphalt Pavement Association, 1987.
  13. Lukanen, E.O. Structural Evaluation of Cracked and Seated pcc Pavements for Overlaying with Hot Mix Asphalt. Information Series 100/87, National Asphalt Pavement Association, September 1987.
  14. Kilaresk i, W.P., and R.A. Bionda. Structural Overlay Strategies for Jointed Concrete Pavements- Volume I-Sawing and Sealing of Joints in AC Overlays of Concrete Pavements. Draft Report No. FHWA-RD-89-142, Federal Highway Administration, Department of Transportation, April 1990.

Hot Mix Asphalt: Special Mixtures: Asphalt Paving Mixtures

  1. Herrin, Moreland. Bituminous Patching Mixtures. Transportation Research Board, NCHRP Synthesis 64, 1979.
  2. Kandhal, P.S. and D.B. Mellott. A Rational Approach to the Design of Bituminous Stockpile Mixtures. Transportation Research Board, Research Record 821, 1981.

Hot Mix Asphalt: Special Mixtures: Dense Graded Large Stone Mixtures

  1. Davis, Richard L. Large Stone Mixes: A Historical Insight. National Asphalt Pavement Association Report IS 103/88, 1988.
  2. Kandhal, P.S. Marshall Mix Design Methods: Current Practices. Proceedings, Association of Asphalt Paving Technologists, Vol. 54, 1985.
  3. Acott, Mike. The Design of Hot Mix Asphalt for Heavy Duty Pavements. National Asphalt Pavement Association, QIP 111/86, October 1987.
  4. Quintus, Harold Von. AAMAS Mix Properties Related to Pavement Performance. Proceedings of the Association of Asphalt Paving Technologists in Nashville, TN, February 1989.

Hot Mix Asphalt: Special Mixtures: Development of Modification to Marshall Procedures

  1. Comparison of 4 and 6-Inch Diameter Molded Specimens. Pennsylvania Department of Transportation, Bureau of Materials, Testing and Research, Status Report, February 21, 1969.
  2. Marshall Criteria for Compacted Bituminous Specimens. Pennsylvania Test Method 705, Pennsylvania Department of Transportation, Field Test Manual, March 1983.
  3. Kandhal, P.S. Testing and Evaluation of Large Stone Mixes Using Marshall Mix Design Procedures. National Asphalt Pavement Association Information Series 108, 1990.
  4. Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus. ASTM D1559-82, American Society for Testing and Materials, Vol. 04.03, 1988.
  5. Kandhal, P.S. Design of Large Stone Asphalt Mixes to Minimize Rutting. Paper presented at the Annual Meeting of Transportation Research Board in Washington, DC (January 1990).
  6. Williams, Ellis G. Design and Construction of Large Stone HMA Bases in Kentucky. Hot Mix Asphalt Technology, Winter 1988.
  7. Kandhal, P.S. Large Stone Asphalt Mixes: Design and Evaluation. Proceedings, Association of Asphalt Paving Technologists, Vol. 59, 1990.

Hot Mix Asphalt: Special Mixtures: Open Graded Friction Course

  1. Halstead, W.J. Open-Graded Friction Courses for Highways. Transportation Research Board, NCHRP Synthesis 49, 1978.
  2. Halstead, W.J. Criteria for Use of Asphalt Friction Surfaces. Transportation Research Board, NCHRP Synthesis 104, 1983.
  3. Kandhal, P.S., R.J. Brunner and T.H. Nichols. Design, Construction, and Performance of Asphalt Friction Courses in Pennsylvania. Transportation Research Board, Research Record 659, 1977.

Hot Mix Asphalt: Special Mixtures: Open Graded Mixes

  1. Fehsenfeld, Fred M. Performance of Open-Graded Big Rock Mixes in Tennessee and Indiana. National Asphalt Pavement Association, Information Series 104, 1988.
  2. Cedergren, H.R., J.A. Arman and K.H. O'Brien. Development of Guidelines for the Design of Subsurface Drainage Systems. FHWA Report RD-73-14, Feb. 1973.
  3. Cedergren, H.R. and W.R. Lovering. The Economics and Practicability of Layered Drains for Roadbeds. Highway Research Board, Research Record 215, 1968.
  4. Kandhal, P.S. and M.E. Wenger. Experimental Asphalt Stabilized Base under Portland Cement Concrete. Pennsylvania Department of Transportation Research Project 71-5, Final Report, February 1974.

Hot Mix Asphalt: Special Mixtures: Stone Matrix Asphalt

  1. Kast, O.E. Long-term Experience with Splittmastxasphalt in the Federal Republik of Germany. Eurobitume Symposium 1985.
  2. Slitlager av HABS Translation by Kjell Sardal, Ballast V"st AB, Gothenburg Publication 1988:42 HABS (The Swedish Construction Specification), NCC, 1991.
  3. Report of the AASHTO Joint Task Force on Rutting American Association of State Highway and Transportation Officials, Feb 1989.
  4. Tappert, A. Untersuchungen an einer Splittmastixasphaltdeckschicht -- Follgerungen f?r die Praxis Bitumen 2/89, p 53.
  5. EAPA Investigates Porous Asphalt and Stone--Mastic Surface Layers in the EAPA Countries INF. European Asphalt Pavement Association, May 1989.
  6. Rinckes, G. Steenmastiekasfalt op Plaatsen met Zware Belastingen Asfalt No 2, VBW-Asfalt, 1989, p 16.
  7. Ohlsson, S., and Sandin, A. Stone-Mastic and Porous Asphalt Experiences from the City of Gothenburg The Street and Highway Department of the City of Gothenburg.
  8. Liljedhal, B. Heavy Duty Asphalt Pavements -- How do They Look? Asphalt Study Tour, Sweden, The Swedish Asphalt Pavement Association 1990.
  9. Tappeneir, W.J. Splittmastixasphalt Novophalt America Inc., 1990.
  10. Zustzliche Technische Vertragsbedingungen und Richtlinien für den Bau von Farbahndeckenaus Asphalt (in German - Section 4 Splittmastixasphalt) Der Bundeminster für Verkehr 1984, (Revised edition 1990).
  11. Johansson, J Drainage Asphalt Concrete (HABD) and Splitmastic Asphalt Concrete (HABS) - History, Technical Descriptions, Experiences and Future in Sweden Swedish National Road Administration, 1990.
  12. General Specifications for Stone Mastic Asphalt Udbuds- og anl'gsforskrifter, Almindelig arbejdsbeskrivelse Varmblandet asfalt, Nov 1990 (Draft translation of Danish specification, Apr 1991).
  13. An Introduction to Stone Matrix Asphalt (SMA) ScanRoad, Sweden, Jan 1991.
  14. Scherocman, J.A. Stone Mastic Asphalt Reduces Rutting Better Roads Vol 61, No 11, Nov 1991, p 26.
  15. Little, D.N., Dutt, P., and Syed, A. A Preliminary Evaluation of Selected Factors Influencing the Performance of Stone Mastic Asphalt Mixtures (SMA)Interim Report,Texas Transportation Institute, 1991.
  16. Little, D.N. Evaluation of Selected SMA Mixtures with Emphasis on Materials Used in the I-85, Georgia SMA Project Draft final Report, Texas Transportation Institute, 1991.
  17. Fiber and Fill: a Key to Super-Asphalt Success Asphalt Contractor, Nov-Dec 1991, p 52.
  18. Hoppe, W.Der Splittmastixasphalt - eine Bauweise mit vielen Anwendungen Bitumen 1/91, p 2.
  19. Richter, E. Verleichende Untersuchungen an stabilisierenden Zustzen für SplittmastixasphaltBitumen 2/91, p 69.
  20. Bukowski, J. Stone Mastic Asphalt Test and Evaluation Project No 18. Office of Technology Applications Federal Highway Administration, Dec 1991.
  21. Pryor, C. Stone Mastic Asphalt: A Potential Rutting Solution Stone Review, Oct 1991.
  22. Drake, R. Asphalt-Mix Technology Puts Emphasis on Aggregate Pit & Quarry, September 1991.
  23. Eaton, M. Wisconsin Tests New Stone Mastic Asphalt Technique. Roads & Bridges Vol 29, No 9, 1991, p 45.
  24. Carrick, J., Macinnes, K., Davidson, K., Schenk, W., and Emery, J. Development of Stone Mastic Asphalt for Ontario Use Asphalt Review, Vol.10, No 4, Dec 1991, Australian Asphalt Pavement Association.
  25. Warren, J.M. SMA Comes to the USA Hot Mix Asphalt Technology, Fall 1991, National Asphalt Pavement Association.
  26. Report on the 1990 European Asphalt Study Tour American Association of State Highway and Transportation Officials, 1991.
  27. Kuennen, T. Split Mastic Asphalt -- Next Overseas Import? Roads and Bridges Vol 29, No 1, Jan 1991, p 48.
  28. Eaton, M. Over 300 Gather for European SMA FHWA/Michigan Demo Project Roads and Bridges Vol 29, No 10, Sep 1991, p 98.
  29. Parsons, R.H. European Paving Technology Spurs American Thought AASHTO Vol 70, No 4, American Association Of State Highway and Transportation Officials, Oct 1991.
  30. Rinckes, G. Dunne Deklagen van Steenmastiekasfalt Asfalt 4/1991, VBW-Asfalt, 1991, p 5.