Journal of the Association of Asphalt Paving Technologists

http://www.asphalttechnology.org/

... one of the most prestigious asphalt paving technologists organization in the world. The Association of Asphalt Paving Technologists (AAPT) is dedicated to the advancement of asphalt paving technology . .  If our objectives suit your technical responsibilities, I encourage you to become a member of AAPT.
Prof. Stephen Brown
President, AAPT

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INDEX  1975-2004      Volume 44 - Volume 73

Effect of Additives on Asphalt Properties
Effect of Additives on Asphalt Properties:

V.51-82, p.263 Antistripping Additives in Paving Mixtures. Puzinauskas, V.P.

V.51-82, p.265. Antistripping Additives in Asphalt Concrete State-of-the-Art 1981. Tunnicliff, David G. and Root, Richard E.

V.51-82, p.293 Cationic Surfactants in Asphalts Adhesion. Dybalski, Jack N.

V.51-82, p.298. The Effect of Antistrip Additives on the Properties of Asphalt Cement. Anderson, David A.; Dukatz, Ervin L. and Petersen, J. Claine

V.51-82, p.317. A Comparison of Effects of Water on Bonding Strengths of Compacted Mixtures of Treated Versus Untreated Asphalt. Dalter, R.S. and Gilmore, D.W.

V.51-82, p.327. Evaluation of Moisture Susceptibility of Asphalt Mixtures Using the Texas Freeze-Thaw Pedestal Test. Kennedy, T.W.; Roberts, F.L. and Lee, K.W.

V.51-82, p.342. The Use of Antistripping Additives in Virginia. Maupin, G.W. Jr.

V.52-83, p.324. The Role of Additives in Asphalt Paving Technology. Haas, Ralph C.G.; Thompson, Elaine; Meyer, Frank and Tessier, G. Robert

V.52-83, p.535. Testing Asphalt Concrete for Effectiveness of Antistripping Additivies. Tunnicliff, D.G. and Root, R.E.

V.53-84, p.495. Use of Indirect Tension Measurements to Examine the Effect of Additives on Asphalt Concrete Durability. Gilmore, D.W.; Lottman, R.P. and Scherocman, J.A.

V.55-86, p.120. Effects of Selected Asphalts and Antistrip Additives on Tensile Strength of Laboratory-Compacted Marshall Specimens-A Moisture Susceptibility Study. Busching, Herbert W.; Amirkhanian, Serji N; Burati, James L.; Alewine, Jerry M. and Fletcher, Milton O.

V.55-86, p.519. Polymer Modification: Binder's Effect on Mix Properties. King, Gayle N.; Muncy, Harold W. and Prudhomme, Jean B.

V.55-86, p.314. An Evaluation of Asphalt Additives to Reduce Permanent Deformation and Cracking in Asphalt Pavements: A Brief Synopsis of On-Going Research. Little, Dallas N.

V.55-86, p.400. A Bitumen-Rubber Pavement Rehabilitation Experi-ment Using the Heavy Vehicle Simulator. Kekwick, S.V.

V.55-86, p.541. Polyethylene-Modified Bitumens for Paving Applications. Jew, P. and Woodhams, R.T.

V.55-86, p.564. Behavior of Asphalt Mixtures with Carbon Black Reinforcement. Yao, Zukang and Monismith, Carl. L.

V.56-87, p.62. Mechanistic Evaluation of Selected Asphalt Additives. Button, Joe W.; Little, Dallas N.; Kim, Youngsoo and Ahmed, Jamil.

V.56-87, p.573. Evaluation of Rubber-Modified Asphalt Performance-Mt. St. Helens Project. Lundy, James R.; Hicks, R.G. and Richardson, Emory.

V.56-87, p.632. Lime Treatment of Asphalt to Reduce Age Hardening and Improve Flow Properties. Petersen, J.C.; Plancher, H. and Harnsberger, P.M.

V.57-88, p.41. Paving Asphalt Polymer Blends: Relationships Between Composition, Structure and Properties. Brule, Bernard; Brion, Yvonnick and Tanguy, Anne.

V.57-88, ,p.116. Asphalt and Polymer Modified Asphalt Properties Related to the Performance of Asphalt Concrete Mixes. Goodrich, Joseph L.

V.57-88, p.545. Evaluation of Polymer Modified Chip Seal Coats. Coyne, Lloyd D.

V.58-89, p.274. A Mechanistic Evaluation of Mixes Containing Conventional and Polymer Modified (Styrelf) Asphalts. Khosla, N. Paul and Zahran, S.Z.

V.58-89, p.303. Some Properties of Bitumen-Rubber Asphalt and Binders. Hugo, F. and Nachenius, R.

V.58-89, p.337. Exxon Research in Pavement Design-Moebius Software: A Case Study Reduction of Creep Through Polymer Modification. Eckmann, Bernard

V.58-89, p.387. Polyester Fibers in Asphalt Paving Mixtures. Freeman, Reed B.; Burati, James L; Amirkhanian, Serji N. and Bridges, William C. Jr.

V.59-90, p.360. The Contribution of Micro-organisms to Stripping and the Ability of an Organofunctional Silane to Prevent Stripping. Brown, Lewis R.; Pabst, Gerard S. and Marcev, John R.

V.59-90, p.509. Polymer Modified Asphalts for High Performance Hot Mix Pavement Binders. Bardet, J.; Eckmann, Bernard; Nahas, N.C. and Siano, D.B.

V.60-91, p.43. Improved Performance of Paving Asphalts by Polymer Modification. Collins, J.H.; Bouldin, M.G.; Gelles, R. and Berker, A.

V.60-91, p.121. Relationships Between Modified Asphalt Binders Rheology and Binder- Aggregate Mixture Permanent Deformation Response. Tayebali, A.A.; Goodrich, J.L.; Sousa, J.B. and Monismith, C.L.

V.60-91, p.632. A Methodology for Evaluation of Performance-Based Tests Using Asphalt Modifiers. Rowlett, R.D.

V.61-92, p.29. Influence of Asphalt Grade and Polymer Concentration on the High Temperature Performance of Polymer Modified Asphalt. King, Gayle N.; Harders, O. and Chaverot, P.

V.61-92, p.446. Florida's Initial Experience Utilizing Ground Tire Rubber in Asphalt Concrete Mixes. Page, G.C.

V.62-93, p.1. Influence of Asphalt Grade and Polymer Concentration on the Low Temperature Performance of Polymer Modified Asphalt. King, Gayle N.; King, Helen W.; Harders, Otto; Arand, Wolfgang and Planche, Pierre-Pascal.

V.62-93, p.23. Low Temperature Cracking in Polymer Modified Binders. Stock, A.F. and Arand W.

V.62-93, p.314. Laboratory Investigation into the Impact of Polymer Type, Polymer concentration and Aggregate Gradation on the Properties of Stone Matrix Mixes. Reinke, Gerald

V.63-94, p.373. Development of a Physical Property Specification for Asphalt-Rubber Binder. Reese, Ronald.

V.63-94, p.414. Effect of Crumb Rubber Modifiers (CRM) on Performance Related Properties of Asphalt Binders. Bahia, Hussain U. and Davies, Robert.

V.63-94, p.450. Dynamic Rheology and Hot-Mix Performance of Polymer Modified Asphalts. Lenoble, C. and Nahas, N.C.

V.64-95, p.54. Analysis of Mineral Fillers and Mastics Used in Stone Matrix Asphalt. Harris, Basil M. and Stuart, Kevin D.

V.64-95, p.130. Role of Crumb Rubber Content and Type in Changing Critical Properties of Asphalt Binders. Bahia, Hussain and Davies, Robert

V.64-95, p.209. Properties of Modified Binder and Relationship to Mix and Pavement Performance. Maccarrone, Sam, Holleran, Glynn and Knanaseelan, Gerard

V.64-95, p.306. Long-Term Laboratory and Field Behavior of PPA Asphalt Cement Blends. Ishai, Ilan

V.64-95, p.367. Application of SHRP Developed Tests to the Characterization of Polymer Modified Bitumen. Brul?, Bernard and Maze, Michel

V.65-96. Fiber-Modified Asphalt Concrete Characteristics, Applications and Behavior. Serfass, Jean-Pierre and Samanos, Jacques

V.66-97, p.344. Performance of Antistripping Additives. Tunnicliff, David G.

V.66-97, p.570. The Change in Properties of Polymer Modified Binders with Simulated Field Exposure. Oliver, John W.H. and Tredrea, Peter F.

V.67-98, p.42. Characterization of Asphalt-Filler Mortars with Superpave Binder Tests. Cooley, L., Stroup-Gardiner, Mary, Brown, E. Ray, Hanson, D. and Fletcher, Milton

V.67-98, p.66. Rheological Performance of Aged Polymer Modified Binders. Airey, G and Brown, Stephen

V.68-99, p.35. Laboratory Investigation of Polymer Modified Bitumens. Isaccson, Ulf and Lu, Xiahou.

V.68-99, p.64. The Structure of Polymer Modified Binders and Corresponding Asphalt Mixtures. Wegan, Vibeke and Brul‚, Bernard.

V.68-99, p.129. Time-Temperature Dependency of Blended and Rejuvenated Asphalt Binders. Soleymani, Hamid, Bahia, Hussain and Bergan, Arthur.

V.68-99, p.192. Mixture Design and Accelerated Laboratory Performance Evaluation of Unmodified and Crumb Rubber Modified Mixtures. Natu, Gajanan and Tayebali, Akhtarhusein.

V.70-01, p.368. Mixing and Compaction Temperatures for Modified Binders using the Superpave Gyratory Compactor, Khatri, A., Bahia, H., Hanson, D.

V.70-01, p.403. Rheological Modeling of Modified Asphalt Binders and Mixtures, Zeng, M., Bahia, H., Zhai, H., Turner, P.

 
Aggregates
Aggregates

V.44-75, p.473. A Study of the Use of Spent Oil Shale as Aggregate for Flexible Pavements. Gromoko, G.J.

V.45-76, p.429. The Use of Sand Asphalt in Highway Construction. Walker, F.K. and Hicks, R.G.

V.47-78, p.434. Effect of Aggregate Shape on Bituminous Mix Character. Stephens, J.E. and Sinha, K.C.

V.48-79, p.587. The Selection of Aggregates for Skid Resistant Pavements. Anderson, D.A. and Henry, J.J.

V.49-80, p.416. A Model for Relating Filler Properties to Optimal Behavior of Bituminous Mixtures. Ishai, I.; Craus, J. and Sides,A.

V.49-80, p.440. Mechanical Properties of Filler-Bitumen -Mixes at High and Low Service Temperature. Huschek, S. and Angst, C.H.

V.49-80, p.530. The Effect of Various Fillers on the Mechanical Behavior of Asphalt and Asphaltic Concrete. Dukatz, E.L. and Anderson, D.A.

V.50--81, p.251. Particle Index Evaluation of Aggregates for Asphalt Paving Mixtures. McLeod. Norman W. and Davidson, J. Keith.

V.50-81, p.481. Pavement Deficiencies Related to Asphalt Durability. Vallerga, B.A.

V.50-81, p.492. A Comparison of Field and Laboratory Environments on Asphalt Durability. Kemp, G.R. and Predoehl, N.H.

V.50-81, p.538. Effect of Changes in Asphalt Properties on Pavement Performance: Zaca- Wigmore Test Road. Skog, J.B.

V.50-81, p.560. The Effect of Crude Source and Additives on the Long-Term Oven Aging of Paving Asphalts. Santucci, L.E.; Goodrich, J.E. and Sundberg, J.E.

V.50-81, p.571. Composition and Rheology Considerations in Age Hardening of Bitumen. Corbett, L.W. and Schweyer, H.E.

V.50-81, p.582. Basic Considerations in Asphalt Research Pertaining to Durability. Rostler, Fritz and Rostler, Kathleen

V.51-82, p.453. Effects of Crushed Stone Aggregate Size and Shape on Properties of Asphalt Concrete. Kalcheff, I.V. and Tunnicliff, D.G.

V.51-82, p.494. Effect of Geometric Irregularity of Aggregates on the Properties and Behavior of Bituminous Concrete. Ishai, Ilan and Gelber, Harry

V.52-83, p.345. Meaningful Specifications for Bituminous Paving Aggregate. Nichols. F.P. Jr.

V.53-84, p.525. Evaluation of Aggregates for Acceptance in Asphalt Paving Mixtures. Gandhi, P.M. and Lytton, R.L.

V.54-85, p.324. The Design of Aggregate Gradings for Asphalt Base Courses. Cooper, K.E.; Brown, S.F. and Pooley, G.R.

V.55-86, p.238. Quality Control Aspects of Producing and Handling Aggregates for Use in Asphaltic Concrete Mixtures. Dukatz, E.L. Jr. and Marel, C.R.

V.60-91, p.207. Evaluation of Asphalt Absorption by Mineral Aggregates. Kandhal. P.S. and Khatri, M.A.

V.61-92, p.217. Evaluation of Particle Shape and Texture of Mineral Aggregates and Their Blends. Kandhal, Prithvi S.; Khatri, Maqbool A. and Motter, John B.

V.67-98, p. 233. Tests for Plastic Fines in Aggregates Related to Stripping in Asphalt Paving Mixtures. Kandhal, Prithvi, Lynn, Cynthia and Parker, F.

V.68-99, p.305. Review of Fine Aggregate Angularity Requirements in Superpave. Lee, Chih- Jen, Pan, Changlin and White, Thomas.

V.68-99, p.574. Effects of the Ignition Method on Aggregate Properties. Hall, Kevin and Williams, Stacy.
Asphalt Emulsion
Asphalt Emulsion:

V.44-75, p.281. Emulsified Asphalt Mix Design and Construction. Coyne, L.D. and Ripple, R.M.

V.44-75, p.302. The Influence of the Temperature in the Rate Setting of Cationic Asphalt Emulsions. Pinilla, A. and Agnusdei, J.O.

V.44-75, p.323. The Use of Emulsified Asphalt in Construction and Maintenance. Spahr, J.D.

V.44-75, p.330. Graded Aggregate Seal Coats Utilizing High Float Emulsified Asphalt. Martineau, P.R. and Ferguson, J.

V.46-77, p.196. A Suggested Method for the Preparation and Testing of Asphalt Emulsion Treated Mixtures Using Marshall Equipment. Gadallah, A.A.; Wood, L.E.and Yoder, E.J.

V.48-79, p.65. Rheology of Asphalt Emulsion Residues. Hardin, J.R.; Ban, S.D. and Schweyer, H.E.

V.52-83, p.441. Performance Evaluation of Open-Graded Emulsified Asphalt Pavement. Hicks, R.G.; Santucci, L.E.; Fink, D.G. and Williamson, R.

V.54-85, p.569. Evaluation of Structural Layer Coefficients for Asphalt Emulsion-Aggregate Mixtures. Meier Jr, W.R. and Jimenez, R.A.

V.65-96, p.735. New and Recycled Emulsion Treated Mixes: Ringroad Blvd in Mexico City. Del Campo, Juan A. Fernandez

V.69-00, p.92. A Study of Cement Modified Bitumen Emulsion Mixtures, Brown, S., Needham, D.

 
Asphalt Mixture Performance Characteristics
Asphalt Mixture Performance Characteristics:

V.66-97, p.426. Performance of Stone Mastic Asphalt (SMA) Mixtures in the United States. Brown, E. Ray, Mallick, Rajib B., Haddock, John and Bukowski, John.

V.67-98, p.254. Investigation of Water Permeability of Coarse Graded Superpave Pavements. Choubane, B., Page, Gale a nd Musselman, J.

V.67-98, p.553. Accelerated Pavement Testing, A Brief Review Directed Towards Asphalt Interest. Metcalf, J.B.

V.67-98, p.573. Evaluation of the Sueprpave Shear Testing Using 19-mm Mixtures from the Federal Highways Administration's Accelerated Loading Facility. Romero, Pedro and Mogawer, Walaa

V.67-98, p.644. CalTrans Accelerated Pavement Tests (CAL/APT) Program-Test Results: 1994- 1997. Harvey, John, Hoover, T., Nokes, W., Coetzee, N,.F. and Rust, F.

V.67-98, p.690. Accelerated Pavement Testing at the FHWA Pavement Testing Facility. Bonaquist, Ray.

V.67-98, p.717. Evaluation of Fatigue Behavior of Hot Mix Asphalt with the LCPC Nantes Test Track and SHRP Testing Tools. Hines, Mickey, de la Roche, Chantal and Chaverot, Pierre.

V.67-98, p.738. Performance of HMA Test Sections at WesTrack. Epps, Jon.

V.68-99, p.319. An Approach to Examine Thermal Fatigue in Asphalt Concrete. Epps, Amy.

V.68-99, p.349. Determination of Coefficient of Thermal Contraction of Asphalt Concrete Using Indirect Tensile Test Hardware. Mehta, Yusuf, Stoffels, Shelly and Christensen, Donald.

V.68-99, p.369. Development of a Hollow Cylinder Tensile Tester to Obtain Mechanical Properties of Bituminous Paving Mixtures. Buttlar, William, Al-Khateeb, Ghazi and Bozkurt, Diyar.

V.68-99, p.479. Fundamentals of Permeability in Asphalt Mixtures. Huang, Bahoshan, Mohammad, Louay, Raghavendra, Amar and Abadie, Chris.

V.68-99, p.543. Evaluation of High and Low Temperature Properties of Heavy Trafficked Asphalt Road Pavements in Poland. Sybilski, Dariusz.

V.68-99, p.613. Superpave Construction Issues and Early Performance Evaluation. Brown, E. Ray, Decker, Dale, Mallick, Rajib and Bukowski, John.

V.69-00, p.1. Sensitivity of Mixture Performance Properties to Changes in Laboratory Compaction Using the Superpave Gyratory Compactor, Anderson, R., McGennis, R., Tam, W.O., Kennedy, T.

V.69-00, p.122. Laboratory Study of Large Stone Asphalt Mixtures, Mohammad, L., Huang, B., Abadie, C., Raghavendra, A.

V.69-00, p.177. Mixture Testing, Analysis and Field Performance of the Pilot Superpave Projects: The 1992 SPS-9 Mixtures, Anderson, R., Huber, G., Walker, D., Zhang, X.

V.69-00, p.212. Fatigue Response of Asphalt Mixtures Tested by FHWA' ALF, Romero, P., Stuart, K., Mogawer, W.

V.69-00, p.340. Evaluation of Superpave Mixtures in Nevada, McNamara, W.M., Sebaaly, P., Epps, J., Weitzel, D.

V.69-00, p.391. Design Construction and Performance of New-Generation Open-Graded, Friction Courses, Mallick, R., Kandhal, P., Cooley, L.A., Watson, D.

V.69-00, p.424. Influence of Segregation on Pavement Performance, Stroup-Gardiner, M.

V.69-00, p.455. Predicting Thermal Cracking of Pavements from Binder Properties-Theoretical Basis and Field Validation, Bouldin, M., Dongr‚, R., Rowe, G., Sharrock, M.J., Anderson, D.

V.69-00, p733. Specimen Geometry and Aggregate Size Effects in Uniaxial Compression and Constant Height Shear Tests, Witczak, M., Bonaquist, R., Von Quintus, H., Kaloush, K.

V.69-00, p.794. The French Approach to Asphalt Mixtures Design: A Performance-Related System of Specifications, Cort‚, J.F., Serfass, J.P.

V.69-00, p.835. Laboratory Performance-Based Testing of Asphalt Mixtures in the United Kingdom, Richardson, J., Elliott, R., Mercer, J., Williams, J.

V.69-00, p.867. Development and Implementation of a New Australian Asphalt Mix Design Procedure, Oliver, J.

V.69-00, p.883. The New South African Mixture Design System, Van de Ven. M.

V.70-01, p.1. Influence of Voids in the Mineral Aggregate (VMA) on the Mechanical Properties of Coarse and Fine Asphalt Mixtures, Anderson, R.M., Bentsen, R.

V.70-01, p.509. Performance Assessment with the MMLS3 at WesTrack, Epps, A., Ahmed, T., Little, D., Mikhail, M.

V.70-01, p.675. A Comparison of HMA Field Performance and Laboratory Volumetric Sensitivities, Epps, A., Hand, A.

 

 

Asphalt Properties
Asphalt Properties:

V.44-75, p.387. Grading of Asphalt Cements by Viscosity. Tons, Egons and Chritz, A.P.

V.44-75, p.416. Influence of Asphalt Composition on Its Rheological Behavior. Marvillet, J.

V.44-75, p.444. Measurement of Asphalt Viscosity at 77F with a Vacuum Capillary Viscometer. Kandhal, P.S. and Wenger, M.E.

V.45-76, p.1 Reduction of Oxidative Hardening of Asphalts by Treatment with Hydrated Lime-A Mechanical Study, Plancher, H.; Green, E.L. and Petersen, J.C.

V.45-76, p.25 Force Ductility-An Asphalt Performance Indicator. Anderson, D.I. and Wiley, M.L.

V.45-76, p.42. Asphalt Viscosity by the Exxon Rapid Method. Corbett, L.W.; Schweyer, H.E. and Lloyd, W.A.

V.45-76, p.53. A Constant Stress Rheometer for Asphalt Cements. Schwyer, H.E.; Smith, L.L. and Fish, G.W.

V.45-76, p.78. An Investigation of Asphalt Preparation from Atabasca Bitumen. Moschopedis, S.E. and Speight, J.G.

V.45-76, p.530. Evaluation of Air-Blown Asphalts to reduce Thermal Cracking of Asphalt Pavements. Clark, M.F. and Culley, R.W.

V.46-77, p.105. Rheological Properties of Road Materials and Their Effect on the Behavior of a Pavement Section Tested in a Climatic Controlled Linear Track Road Testing Machine. Bonn, A.O.; Stubstad, R.N.; Sorenson, J.A. and Simonsen, P.

V.46-77, p.151. Identification of Chemical Types in Asphalts Strongly Adsorbed at the Asphalt- Aggregate Interface and Their Relative Displacement by Water Plancher, H.; Dorrence, J.M. and Petersen, J.C.

V.46-77, p.228. Effect of the Filler on Aggregate-Bitumen Adhesion Properties in Bituminous Mixtures. Ishai, I. and Craus, J.

V.46-77, p.571. Asphalt Hardening as Affected by Film Thickness, Voids and Permeability in Asphaltic Mixtures. Kumar, A. and Goetz, W.H.

V.47-78, p.1. Low Temperature Rheology of Asphalt Cements. III. Generalized Stiffness- Temperature Relations of Different Asphalts. Schewyer, H.E. and Burns, A.M.

V.47-78, p.19. Adhesion and Disbonding Mechanisms of Asphalt Used in Highway Construction and Maintenance. Scott, J.A.N.

V.47-78, p.49. Asphalt Properties and Their Relationship to Pavement Performance in Arizona, Way, G.B.

V.78-79, p.221. Asphalt Viscosity: An Indicator of Low Temperature Fracture Strain in Asphalt Mixtures. Ruth, B.E.; Schweyer, H.E.; Davis, A.S. and Maxfield, J.D.

V.48-79, p.351. A Settling Test to Evaluate the Relative Degree of Dispersion of Asphaltenes. Plancher, H.; Hoiberg, A.J.; Suhaka, S.C. and Petersen, J.C.

V.48-79, p.403. Projected Thermal and Load-Associated Distress in Pavements Incorporating Different Grades of Asphalt Cement. Johnson, T.C.; Shahin, M.Y.; Dempsey, B.J. and Ingersoll, Jr.

V.48-79, p.646. Properties of Asphalt Cements Puzinauskas, V.P.

V.49-80, p.1. Asphalt Properties and Composition: 1950-1980. Anderson, D.A. and Dukatz, E.L.

V.49-80, p.30. The Hardening of Middle East Petroleum Asphalts in Pavement Surfacings. Dickinson, E.J.

V.49-80, p.123. Asphaltenes-Where are You? Docuszynski, M.M.; McKay, J.F. and Latham, D.R.

V.52-83, p.1. Use of the Shell Bitumen Test Data Chart in Evaluation of Asphalt Data. Bell, C.A.

V.52-83, p.291. Properties of Asphalt Cement and Asphaltic Concrete. Anderson, David A.; Dukatz, Ervin L. and Rosenberger, J.L.

V.53-84, p.119. Characterization of Asphalt by Solubility Profiles. Hagen, Arnulf P.; Jones, Ralph; Hofener, Renee M.; Randolph, Bruce B. and Johnson, Marie P.

V.53-84, p.138. Asphalt Quality and Yield Predictions from Crude Oil Analyses. Plummer, M.A. and Zimmerman, C.C.

V.53-84, p.160 Relationship between Asphalt Flow Properties and Asphalt Composition. Dukatz, Ervin L. Jr; Anderson, David A. and Rosenberger, J.L.

V.53-84, p.186. Volatiles in MC-3000 Bituminous Paving Mixtures. Stephens, Jack E. and Hoag, George E.

V.53-84, p.197. The Fractionation of Asphalt. Hattingh, M.M.

V.53-84, p.415. The Mechanical Properties of Bituminous Materials for Road Bases and Basecourses. Brown, S.F. and Cooper, K.E.

V.54-85, p.91. Relation of Asphalt Chemistry to Physical Properties and Specifications. Halstead, Woodrow J.

V.54-85, p.118. Use of Aging Tests to Determine the Efficacy of Hydrated Lime Additions to Asphalt in Retarding its Oxidative Hardening. Edler, A.C.; Hattingh, M.M.; Servas, V.P. and Marais C.P.

V.54-85, p.140. Asphalt Binder Hardening-Causes and Effects. Page, Gale C.; Murphy Kenneth H.; Ruth, Byron E. and Roque, Reynaldo.

V.54-85, p.593. Effect of Amine Additives on Asphalt Cement. Anderson, David A. and Christensen, W.D.

V.55-86, p.57. Performance and Supply Factors to Consider in Paving Asphalt Specifications. Goodrich, J.L. and Dimpfl, L.H.

V.55-86, p.92. Field Verification of Asphalt Aging in Hot Mix Plants Lund, John W. and Wilson, James E.

V.55-86, p.482. Modified Asphalt Pavement Materials-The European Experience. Terrel, Ronald L. and Walter, Jean L.

V.55-86. p.586. Development of a Coat-Based Asphalt Using Hydroliquification. Curtis, Christine W.; Guin, James A.; Kang, Jhy-Huei; Niemeyer, Randall J. and Tarrer, A. Ray.

V.56-87, p.599. The Use of Propane-Precipitated Asphalt (PPA) in Bituminous Paving Mixtures. Ishai, Ilan and Tuffour, Yaw A.

V.56-87, p.654. Rheological Properties of Weathered Asphalts Extracted from Sprayed Seals Nearing Distress Condition. Maccarrone, S.

V.56-87, P.688. Asphalt as a Variable-Big Timber Test Sections. Bruce, Bradley.

V.57-88, p.1. Hydrocracking Residues-The Potential Source of Road Binders. Zanzotto, L.; Faber, A.J.; Foley, D.P. and Jeffries, R.B.

V.57-88, p.26. Predicting Asphalt Properties from HP-GPC Profiles. Garrick, Norman W. and Wood, Leonard, E.

V.57-88, p.65. Some Rheological and Physico-Chemical Aspects of Long-Term Asphalt Durability. Ishai, Ilan; Brule, Bernard; Vaniscote, Jean Claude and Ramond, Guy.

V.58-89, p.163. Relating Asphalt Aging and Durability to its Compositional Changes. Tuffour, Yaw W.; Ishai, Ilan and Craus, Joseph.

V.58-89, p.182. A Quantitative Method Using HP-GPC to Predict Laboratory Results of Asphalt Cement Tests. Price, Richard P. and Burati, James L.

V.58-89, p.220. A Thin Film Accelerated Aging Test for Evaluating Asphalt Oxidative Aging. Petersen, J.C.

V.59-90, p.1. Predicting Laboratory Results for Modified Asphalts Using HP-GPS. Price, Richard P. and Burati, James L. Jr.

V.59-90, p.33. A Classification System for Interpreting GPS Profiles of Asphalts. Garrick, Norman W. and Piskur, Ramesh R.

V.59-90, p.54. Towards Performance-Related Design Criteria and Specification for Modified Binders. Rust, F.C. and Hugo, F.

V.59-90, p.73. The Diffusion Model and Asphalt Age-Hardening. Tuffour, Yaw W. and Ishai, Ilan.

V.59-90, p.176. Evaluation of Age-Hardening on Asphalts and Mixtures, Chari, Commandur T.; Ruth, Byron E.; Tia, Mang and Page, Gale C.

V.59-90, p.610. Status of SHRP Program-Asphalt Studies, Kennedy, T.W. and Harrigan, E.T.

V.60-91, p.80. Asphaltic Binder Rheology, Asphalt Concrete Rheology and Asphalt Concrete Mix Properties. Goodrich, J.L.

V.60-91, p.413. Chemical Properties of Asphalts and Their Relationships to Pavement Perfor mance. Robertson, R.E.; Branthaver, J.F.; Plancher, H.; Duval, J.J.; Ensley, E.K.; Harnsverger, P.M. and Peterson, J.C.

V.60-91, p.437. Physical Properties of Asphalt Cement and the Development of Performance- Related Specifications. Anderson, D.A.; Christensen, D.W. and Bahia, H.

V.61-92, p.1. Empirical Equations for Determining the Effects of Temperature and Shear Rate on the Viscosity of Asphalt Cements. Norman W. Garrick.

V.61-92, p.67. Interpretation of Dynamic Mechanical Test Data for Paving Grade Asphalt. Christensen, Donald W. and Anderson, David A.

V.61-92, p.117. The Bending Beam Rheometer: A Simple Device for Measuring Low Tempera ture Rheology of Asphalt Binders. Bahia, H.U. and Anderson, D.A.

V.62-93, p.93. Glass Transition Behavior and Physical Hardening of Asphalt Binders. Bahia, Hussain U. and Anderson, David A.

V.62-93, p.247. California Desert Test Road-A Step Closer to Performance Based Specifications. Reese, Ronald E. and Goodrich, Joseph L.

V.62-93, p.481. Development of SHRP Binder Specifications. Anderson, David A. and Kennedy, Thomas W.

V.62-93, p.508. Development of SHRP Mixture Specification and Design and Analysis System. Kennedy, Thomas W.; Moulthrop, James S. and Huber, Gerald A.

V.62-93, P.529. SUPERPAVE Software: A Tool for Mixture Design. Huber, G.A.

V.63-94, p.346. Comparison of the Thin Film Oven Test and the Rolling Thin Film Oven Test. Zupanick, Michael

V.64-95, p.393. Development of a Global Aging System for Short and Long Term Aging of Asphalt Cements. Mirza, M.W. and Witczak, M.W.

V.65-96, p.1. Application of Fracture Mechanics in Principles to Analyze Cracking in Asphalt Concrete. Jacobs, M.M.J.; Hopman, P.C. and Molenaar, A.A.A.

V.65-96, p.40. Prediction of Mix Modulus and Fatigue Law from Binder Rheology Properties. Boussad, N.; DesCroix, P. and Dony, A.

V.65-96, p.73. Determination of the Coefficient of Thermal Contraction of Asphalt Concrete Using the Resistance Strain Gage Technique. Stoffels, Shelley and Kwanda, F. Doukaga.

V.65-96, p.321. The Significance of Phase Angle Measurements for Asphalt Cements. Stroup- Gardiner, Mary.

V.65-96, p.357. Rheological Characteristics of Bitumen in Contact with Mineral Aggregate. Scholz, Todd and Brown, Stephen.

V.65-96, p.385. Physical Properties of Asphalt Cement and Their Relation to Microstructual Model. Christensen, Donald,; Bahia, Hussain and Anderson, David.

V.65-96, p.408. Time-Temperature Dependency of Asphalt Binders-An Improved Model. Marateanu, Mihai and Anderson, David.

V.66-97, p.458. How Good are Some Rheological Models of Dynamic Materials Functions of Asphalt? Stastna, J., Zanzotto, L. and Berti, J.

V.66-97, p.486. Relationships Between the Structure and the Mechanical Properties of Paving Grade Asphalt Cements.. Lesueur, D., Gerard, J.F., Claudy, P., Letoffe, J.M., Planche, J.P. and Martin D.

V.66-97, p.604. Properties of Aged Asphalt Binder Related to Asphalt Concrete Fatigue Life. Reese, Ronald.

V.67-98, p.1. Classification of Asphalt Binders into Simple and Complex Binders. Bahia, Hussain, Hislop, W., Zhai, H. and Rangel, Andres.

V.67-98, p.623. Relationships Between Asphalt Rut Resistance and Binder Rheological Properties. Oliver, John and Tredrea, Peter.

V.68-99, p.1. Non-Linear Viscoleastic and Fatigue Properties of Asphalt Binders. Bahia, Hussain, Zhai, Huachun, Bonnetti, Karen and Kose, Sadi.

V.68-99, p.89. Rheological and Mechanical Properties of Asphalt Binder Containing Recycled Asphalt Pavement. Soupharath, Nikone, Lee, K. Wayne, Shukla, Arun, Franko, Colin and Manning, Francis.

V.68-99, p.434. Low-Temperature Behavior of Hard Bitumens: Experiments and Modeling. Maia, Antonio, Marciano, Yves, Achimastos, Lito, Corte, Jean-Francois, Gourdon, Jean-Louis, Piau, Jean-Michel and Faure, Michel.

V.69-00, p.72. Recovery and Testing of RAP Binders from Recycled Pavements, Peterson, R., Soleymani, H.R., Anderson, R., McDaniel, R.

V.69-00, p.574. Comparison of Moduli for Asphalt Binders Obtained from Different Test Devices, Marasteanu, M., Anderson, D.

V.69-00, p.697. Superpave Binders Tests and Spec's How Have They Performed in the Real World, D'Angelo, J., Fee, F.

V.69-00, p.714. European Binder Testing-Findings from the Eurobitume Workshop, Planche, J.P.

V.70-01, p.242. Asphalt Binder Testing Variability, Haddock, J., Prowell, B., Hughes, C.

V.70-01, p.471. Impact of Factors Affecting Determination of Glass Transition Temperature using a Dynamic Shear Rheometer, Reinke, G., Engber, S.

Miscellaneous
Miscellaneous:

V.50-81, p.116. The ASTM Penetration Method Measures Viscosity. Davis, R.L.

V.50-91, p.417. The Durability of Various Asphalts in Pavement Seals in South Eastern Australia. Martin, C.L. and Bowering, R.H.

V.50-81, p.442. Changing Asphalt Through Creation of Metal Complexes. Kennedy, Thomas W.; Cummings, Lowell O and White, Thomas D.

V.50-81, p.467. Effects of Heat and Air on the Viscosity of Sulphur-Asphalt Mixtures. Jimenez, R.A. and Stokes, K.J.

V.51-82, p.169. Optimizing the Improvements Obtained by the Digestion of Comminuted Scrap Rubbers in Paving Asphalts. Oliver, John W. II

V.51-82, p.562. Reclaimed Rubber-Asphalt Blends-Measurement of Rheological Properties to Assess the Toughness, Resiliency, Consistency and Temperature Sensitivity. Lalwani, S.; Abushihada, A. and Halasa, A.

V.52-83, p.198. Evaluation of Surface Treatment and Slurry Seal. Mills, William H.

V.52-83, p.474. A Mechanistic Analysis of Asphalt Pavement Performance in Brazil. Queiroz, C.A.V.

V.52-83, p.561. On the Use of Sulphur in Sand-Asphalt Applications. Akili, W.

V.52-83, p.585. Fabric Reinforcement to Extend Pavemetn Life. Yandell, W.O. and Curiskis, J.I.

V.53-84, p.19. Hot Mix Asphalt for Railroad Trackbeds Construction Performance and Overview. Rose, Jerry G.; Lin, Chiang and Drnevich, Vincent P.

V.53-84, p.51. Cracking and Seating of Jointed Portland Cement Concrete Pavements in Michigan. Welke, Robert A.; Webb, A.B. Jr. and Van Deusen, Charles.

V.53-84, p.304. Material Characterization and Design Considerations for Membrane Interlayers. McKeen, R.G.; Newcomb, D.E. and Hanson, D.I.

V.53-84, p.475. Hot Mix Asphalt for Railroad Trackbeds-Structural Analysis and Design. Huang, Y.H.; Lin, C. and Deng, X.

V.54-85, p.1. Block Copolymer Modification of Asphalt Intended for Surface Dressing Applications. Collins, J.H. and Mikols, W.J.

V.54-85, p.18. Polymer Grid Reinforcement of Asphalt. Brown, S.F.; Brunton, J.M.; Hughes, D.A.B. and Brodrick, B.V.

V.54-85, p.45. Geogrid Reinforcement of Flexible Pavements Design Basis and Field Trials. Kennepohl, Gerhard; Kamel, Nabil; Walls, Jamie and Haas, Ralph C.G.

V.54-85, p.502. Structural Design of Hot Mix Asphalt Underlayments for Railroad Trackbeds. Huang, Yang H; Rose, Jerry G. and Lin, Chiang.

V.54-85, p.619. Breaking and Seating of Portland Cement Concrete Pavement Prior to Bituminous Concrete Overlays in Kentucky. Drake, E.B.

V.54-85, p.667. Seal Coat Design. Holmgreen, R.J.

V.56-87, p.427. Thickness Design for Hot-Mix Asphalt Railroad Trackbeds. Huang, Y.H.; Rose, J.G. and Khoury, C.J.

V.56-87, p.555. Asphalt Paving for Steel Bridge Decks. Smith, J.W.

V.58-89, p.362. Factors Affecting Design and Performance of Slurry Seal Mixes. Bayomy, Fouad M. and Naji, Jamil A.

V.59-90, p.276. Performance Evaluation of Steel Furnace Slag-Natural Sand Asphalt Surface Mixes. Noureldin, A. Samy and McDaniel, Rebecca S.

V.60-91, p.160. Acoustic Emission for Evaluating the Relative Performance of Asphalt Mixes Under Thermal Loading Conditions. Valkering, C.P. and Jongeneel, D.J.

V.60-91, p.188. Effects of Microbial Activity on Asphalt-Aggregate Bond. Parker, F. and Benefield L.

V.61-92, p.393. Tire Gripping on Pavement Surface. Southgate, Herbert F.

V.61-92, p.473. Air Monitoring of Liquid Asphalt Additives. Bautista, Paul A. and Proctor, Joe.

V.61-92, p.517. Introduction of Stone Mastic Asphalt (SMA) in Ontario. Kennepohl, Gerhard J. and Davidson, J.K.

V.61-92, p.584. Asphalt Concrete Materials and Mix Design Practices in Europe. Van Der Heide, Jos.

V.62-93, p.130. Experimental and Analytical Model for the Role of Reinforced Asphaltic Membranes in Retardation of Reflective Cracking. Ishai, Ilan; Livneh, Moshe; Kief, O. and Altus. E.

V.63-94, p.561. Defining Specification Limits with Respect to Testing Variability. Stroup- Gardiner, Mary and Newcomb, David.

V.65-96, p.608. Performance Related Testing of Heavy Loaded Swiss Asphalt Concrete Surface Courses. Partl, Manfred; Vinson, Ted and Leahy, Rita.

V.65-96, p.697. The Application of the Fog Seal Technology on a Multiple Chip Seal in Ghana, Oduroh, Paul and Tuffour, Yaw.
Mix Design
Mix Design:

V.45-76, p.353. Factors Affecting the Response of Emulsified Asphalt Mixtures. Darter, M.I.; Truebe, M.A. and Abdulla, E.S.

V.45-76, p.478. Airports Discover Open Graded Asphalt Pavements. Boyer, R.E.

V.47-78, p.522. The Creep Test: A Key Tool in Asphalt Mix Design and in the Prediction of Pavement Rutting. Van de Loo, P.J.

V.47-78, p.558. Some Physico-Chemical Aspects of the Effect and the Role of the Filler in Bituminous Paving Mixtures. Craus, J.; Ishai, I. and Sides, A.

V.48-79, p.91. Workability of Bituminous Mixes-Development of a Workability Meter. Marvillet, J. and Bougault, P.

V.50-81, p.150. Evaluation of Baghouse Fines in Bituminous Paving Mixtures. Kandhal, Prithvi S.

V.50-81, p.291. Durability of Bituminous Paving Mixtures as Related to Filler Type and Properties. Craus, Joseph; Ishai, Ilan and Sides, Arieh

V.50-81, p.379. Variabilities of Bituminous concrete as Related to Sampling Location. Hughes, C.S.

V.51-82, p.53. Prediction of Pavement Cracking at Low Temperatures. Ruth, B.E.; Bloy, L.A.K. and Avital, A.A.

V.51-82, p.104. A Laboratory Investigation of the Influence of Rest Periods on the Fatigue Characteristics of Bituminous Mixes. Bonnaure, F.P.; Huibers, A.H.J.J. and Boonders, A.

V.51-82, p.129. An Evaluation Scheme for Conventional Requirements of Design and Construction Quality of Asphalt Concrete. Uzan, Jacob

V.51-82, p.189. Evaluation of Sulphur Extended Asphalt Binders in Bituminous Paving Mixtures. Kandhal, Prithvi S.

V.51-82, p.222. Sulphur-Asphalt Binder Properties Determined by the Sliding Plate Rheometer. Courval, G.J. and Akili, Waddah.

V.51-82, p.240. Characteristics of Asphalt-Rubber by the Sliding Plate Microviscometer. Chehovits, James G.; Dunning, Robert L. and Morris G.R.

V.51-82, p.363. Dust Collector Fines and Their Influence on Mixture Design. Anderson, D.A.; Tarris, J.P. and Brock, J.D.

V.52-83, p.1. Use of the Shell Bitumen Test Data Chart in Evaluation of Asphalt Data. Bell, C.A.

V.52-83, p.32. Chemical Reactivity and Flow Properties of Asphalts Modified by Metal Complex-Induced Reaction with Atmospheric Oxygen. Petersen, J.C.; Plancher, H. and Miyake, G.

V.52-83, p.88. Characterization and Specification of Baghouse Fines. Anderson, David A. and Tarris, Joseph P.

V.52-83, p.362. Specifications for Compaction of Asphalt Pavements. Kandhal, Prithvi S.

V.52-83, p.378. A Mixture Design Procedure Based on the Failure Envelope Concept. Little, Dallas N. and Richey, Barry L.

V.53-84, p.80. Cold-Mix Asphalt Technology at Temperatures Below 10C. Jarrett, P.M.; Beatty, A.N.S. and Wojcik, A.S.

V.54-85, p.168. The Effects of Moisture and Compaction on the Quality of Asphalt Pavement. Santucci, L.E.; Allen, D.D. and Coats, R.L.

V.54-85, p.209. Relative Life Effects of Mix Composition and Density Variation. Elliot, Robert P and Herrin, Moreland.

V.54-85, p.239. Design as a Factor in Pavement Performance. Santucci, L.E.

V.54-85, p.243. Evolution of the Hveem Stabilometer Method of Designing Asphalt Paving Mixtures. Vallerga, B.A. and Lovering, W.R.

V.54-85, p.265. Marshall Procedures for Design and Quality Control of Asphalt Mixtures. White, Thomas D.

V.54-85, p.347. Improved Asphalt Mix Design. Monismith, C.L.; Epps, J.A. and Finn, F.N.

V.54-85, p.651 Reducing Transverse Cracking in Iowa Pavements. Huisman, Charles L.

V.55-86, p.1 Design and Construction of Asphalt-Aggregate Systems for Special Supplications. Vallerga, B.A. and Monismith, C.L.

V.55-86. p.149. A Modified Method for Predicting Reduced Asphaltic Pavement Life from Moisture Damage. Hesichi, Simon and Ishai, Ilan.

V.55-86, p.175. Factors Affecting Moisture Susceptibility of Asphalt Concrete Mixes. Graf, Peter E.

V.55-86, p.213. The Effect of Multiple Freeze-Thaw Cycle Conditioning on the Moisture Damage in Asphalt Concrete Mixtures. Scherocman, James A.; Mesch, Keith A. and Proctor, J. Joseph.

V.55-86, p.250. Variations in Asphalt Cements and Their Effects on Performance of Asphalt Concrete Mixtures. Anderson, David A.; Petersen, J. Claine and Christensen, Donald W.

V.55-86, p.323. A Look at the Art of Asphaltic Mixture Design. Jimenez, R.A.

V.56-87, p.1. Experimental Bituminous Mixes to Minimize Pavement Rutting. Hughes, C.S. and Maupin Jr. G.W.

V.56-87, p.492. Guidelines for Use of Dust in Hot Mix Asphalt Concrete Mixtures. Anderson, David A.

V.57-88, p.245. Effect of Mix Properties on Structural Design: A Review. Brown, S.F.

V.57-88, p.262. Development of Asphalt-Aggregate Mixture Analysis System. Kennedy, Thomas W.; Little, Dallas N.; Von Quintus, Harold L. and Scherocman, James A.

V.57-88, p.290. Relationships Between Mix Characteristics and Low Temperature Pavement Cracking. Haas, R.C.G. and Phang, W.A.

V.57-88, p.346. Illinois Develops Stable Mixes. Miller, Jay; Monroney, Harold and Traylor, Marvin.

V.57-88, p.358. Changes in Mix Design to Improve Performance Selected State Experiences. Anderson, D.A.; Collins, R.; Hughes, C.S.; Kandhal, P.S.; Page, G.C.; Scofield L. and Whited, G.

V.57-88, p.576. Development of a Mix Design Method for Open Graded Moto-Paver Mixes. Kandhal, Prithvi S. and Basso, H. Richard.

V.58-89, p.624 Status Report on Development of an Asphalt-Aggregate Mixture Analysis System. Von Quintus, Harold L.

V.59-90, p.93. Methods and Treatments to Control Debonding. Jimenez, R.A.

V.59-90, p.138. An Improved Asphalt Concrete Mix Design Procedures. Mahboub, Kamyar and Little, Dallas N, Jr.

V.59-90, p.304. Quality Assurance in Asphalt Mixes. Gastmans, Andre.

V.59-90, p.347. Designing Asphaltic Concrete Mixes Which are More Readily Compacted. Corum, Donald K.

V.59-90, p.526. Large Stone Mixes: Design and Construction. Kandhal, Prithvi S.

V.60-91, p.230. An Evaluation of Effectiveness of Antistripping Additives in Protecting Asphalt Mixtures from Moisture Damage. Kennedy, T.W. and Ping, W.V.

V.60-91, p.264. Application of New Concepts in Asphalt Mix Design. Brown, S.F.; Preston, J.N. and Cooper, K.E.

V.61-92, p.154. An Automated Asphalt Concrete Mix Analysis System. May, Richard W. and Witczak, Matthew W.

V.60-91, p.647. Developments of Performance-Based Specifications and AAMAS. Kennedy, T.W.; Cominsky, R.J. and Harrigan, E.T.

V.61-92, p.188. Towards a Performance-Related Asphalt Mix Design Procedure. Hopman, P.C.; Valkering, C.P. and van der Heide, J.P.J.

V.61-92, p.241. Pavement Materials Selection and Evaluation Utilizing Knowledge-Based Expert Systems Technology. Hozayen, H. and Haas, Ralph.

V.62-93, p.565. Validation of SHRP Binder Specification Through Mix Testing. Hicks. R.G.; Finn, F.N.; Monismith, C.L. and Leahy R.B.

V.62-93, p.615. Field Verification of SHRP Asphalt Binder and Mixture Specification Tests to Control Thermal Cracking Through Performance Modeling. Roque, Reynaldo; Hiltunen, Dennis R. and Stoffels, Shelley M.

V.62-93, p.639. Post-SHRP Validation of SHRP Binder and Mixture Specifications. Teng, Paul and Cominsky, Ronald J.

V.62-93, p.708. Variation in Hot Mix Asphalt Mix Design Properties. Brown, Elton R.; Gabrielson, Jay and Adettiwar, Sudhir.

V.63-94, p.45. Field Validation of Laboratory Aging Procedures for Asphalt Aggregate Mixtues. Bell, C.A., Felling, M.J. and Wieder, A.

V.63-94, p.81. A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements. Hiltunen, Dennis and Roque, Reynaldo

V.63-94, p.118. Mixture and Mode-of-Loading Effects on Fatigue Response of Asphalt- Aggregate Mixtures. Tayebali, A., Deancon, John A., Coplantz, John, Harvey, John T. and Monismith, Carl L.

V.63-94, p.152. Time and Temperature Properties of Asphalt Concrete Mixtures Tested as Hollow Cylinders and Subjected to Dynamic Axial and Shear Loads. Alavi, Sirous H. and Monismith, Carl L.

V.63-94, p.182. Mix Rheology-A Tool for Predicting the High Temperature Performance of Hot Mix Asphalt. Bouldin, Mark G., Rowe, G.M., Sharrock, M.J. and Sousa, Jorge B.

V.63-94, p.224. Modeling Permanent Deformation of Asphalt-Aggregate Mixes. Sousa, Jorge B. and Weissman, Shmuel L.

V.63-94, p.258. Evaluation of Rutting Potential of Oregon Surface Mixes. Sosnovske, Dan, Hicks, R.G. and Leahy, Rita B.

V.63-94, p.298. Asphalt-Aggregate Mix Design Using the Simple Shear Test. Sousa, Jorge B.

V.63-94, p.511. A Comparison of Field and Laboratory Compacted Asphalt-Rubber, SMA, Recycled and Conventional Asphalt-Concrete Mixes Using SHRP A-003A Equipment. Harvey, John and Monismith, Carl.

V.64-95, p.32. Compaction and Shear Strength Testing of Stone Matrix Asphalt Mixtures in the Gyratory Testing Machine. West, Randy C. and Ruth, Byron E.

V.64-95, p.431. Recommended Mix Testing and Analysis Systems Resulting from SHRP Contract A-003A. Leahy, Rita, Hicks, R. Gary, Monismith, Carl and Finn, Fred

V.64-95, p.575. Interrelationships Among Stiffnesses of Asphalt Aggregate Mixtures. Kim, Y. Richard and Lee, Yung-Chien

V.65-96, p.300. Development of Temperature Coefficients for the AASHTO Flexible Pavement Design Equation. Noureldin, A. Samy; Leahy, Rita and Lundy, James

V.66-97, p.1. Development of a Mix Design Procedure for Stone Matrix Asphalt (SMA) Mixtures. Brown, E.R., Haddock, John E., Mallick, Rajib B. and Lynn, Todd A.

V.66-97, p.187. A Comprehensive Evaluation of Environmental Conditioning System. Tandon, Vivek, Vemuri, Nalini, Nazarian, Soheil and Tahmoressi, Maghsoud.

V.66-97, p.250. Critical Evaluation of Superpave Level I Mix Design Using Arkansas Surface Course Mixes. Gowda, Gary, Hall, Kevin, Elliott, Robert and Meadors, Alan.

V.66-97, p.277. Ruggedness Evaluation of AASHTO TP4 The Superpave Gyratory Compactor. McGennis, Robert, Kennedy, Thomas W., Anderson, Virgil L. and Perdomo, Dario

V.67-98, p. 101. An Initial Evaluation of Ndesign Superpave Gyratory Compactor. Brown, E. Ray and Mallick, Rajib.

V.67-98, 125. Parameters to Define the Laboratory Compaction Temperature Range of Hot-Mix Asphalt. De Sombre, Rachel, Newcomb, David, Chadbourn, Bruce and Voller, Vaughn.

V.67-98, p.153. Sensitivity of Superpave Mixture Tests to Changes in Mixture Components. Anderson, R. Michael, Cominsky, Ronald and Killingsworth, Brian.

V.67-98, p.189. Optimization of Constructability and Resistance to Traffic: A New Design Approach for HMA Using the Superpave Compactor. Bahia, Hussain, Friemel, Timothy, Peterson, Pehr and Russell, Jeffrey.

V.68-99, p.153. Consolidation of the Ndesign Compaction Matrix and Evaluation of Gyratory Compaction Requirements. Brown, E. Ray and Buchanan, M. Shane.

V.69-00, p.34. Mixing and Compaction Temperatures for Superpave Mixes. Yildirim, Y., Solaimanian, M., Kennedy, T.

V.70-01, p.70. A Laboratory Investigation into the Effects of Aggregate-Related Factors on Critical VMA in Asphalt Paving Mixtures. Coree, B., Hislop, W.

V.70-01, p.132. The Bailey Method of Gradation Evaluation: The Influence of Aggregate Gradation and Packing Characteristics on Voids in the Mineral Aggregate. Vavrik, W., Pine, W., Huber, G., Carpenter, S., Bailey, R.

 
Pavement Construction and Field Control
Pavement Construction and Field Control:

V.44-75, p.75. The Compaction of Bituminous Base and Base-Course Materials and Its Relation to Pavement Performance. Lister, N.W. and Powell, W.D.

V.46-77, p.260. Vibratory Compaction of Asphalt Pavements Introduction. Tunnicliff, D.G.

V.46-77, p.264. Vibratory Compaction of Bituminous Concrete-Where Does It Stand? Hughes, C.S.

V.46-77, p.272. Summarizing the Development of Vibratory Roller Applications for Compacting Bituminous Mixes in USA. Geller, M.

V.46-77, p.279. Asphalt Compaction by Vibratory Roller. Cosbey, H.

V.46-77, p.287. Vibratory Compaction of Thin Lift Asphalt Resurfacing. Dellert, R.B.

V.46-77, p.293. Vibratory Roller Compaction of Asphalt Pavements in the Netherlands. Vizi, L; Hansen, E.A. and Jonker, C.

V.46-77, p.309. Compacting Heavy Duty Highway Pavements. Noel, R.B.

V.46-77, p.326. Vibratory Compaction of Bituminous Mixes in France. Machet, J.M. and Morel, G.

V.46-77, p.340. Airfield Compaction Update, 1977. White, T.D.

V.47-78, p.372. A Statistical Evaluation of Sampling Methods and Bituminous Concrete Compaction. Fromm, H.J.

V.50-81, p.394. Improved Compaction of Dense Graded Bituminous Macadams. Powell, W.D.; Lister, N.W. and Leech, D.

V.52-83, p.357. A Density Specification with Pay Factors. Hughes, C.S.

V.52-83, p.508. Evaluation of Methods for Field Applications of Lime to Asphalt Concrete Mixtures. Kennedy, T.W.; Turnham, N.; Eps, J.A.; Smoot, C.W.; Young, F.M.; Button, J.W. and Zeigler C.D.

V.53-84, p.321. Resurfacing: Construction Problems. Solutions? Nady, Robert M.

V.53-84, p.631. Action Taken by the Texas Department of Highways and Public Transportation to Identify and Reduce the Stripping Potential of Asphalt Mixes. O'Connor, D.L.

V.53-84, p.638. Effect of Drummix Plants on Asphalt Mixes in Florida, Potts, C.F.

V.55-86, p.33. Traps for Contractors in Statistical Specifications in Asphalt Technology. Dunning, Robert L.

V.55-86, p.269. Segregation of Asphaltic Mixtures. Brock, J.D.

V.55-86, p.277. Asphalt Concrete Mixture Production Problems Related to Light Constituents in Asphalts. Page, Gale; Murphy, Kenneth H. and Ruth, Byron E.

V.55-86, p.607. Density Testing. Hughes, C.S.

V.55-86, p.614. P401 Revised Eastern Region Specifications Designing Manufacturing and Placing of the Mix. Lambeth, B.C.

V.56-87, p.304. Asphalt Mixture Segregation: Diagnostics and Remedies. Kennedy, T.W.; McGennis, R.B. and Holmgreen, R.J.

V.56-87, p.330. Hot Mix Asphalt Construction-Field Diagnosis and Trouble-Shooting Guide. Acott, Mike and Dunmire, Ron.

V.56-87, p.408. Some Aspects of the Compaction of Asphalt Mixes and Its Influence on Mix Properties. Linden, Fons and Van Der Heide, Jos.

V.56-87, p.454. Microwave Heating of Asphalt Paving Materials. Terrel, Ronald L. and Al- Ohaly, Abdulaziz.

V.57-88, p.176. Comparison of Mechanical Properties of Drum Mix and Batch Mix Asphaltic Concrete Through Dynamic Testing. Hopman, P.C.; Maagdenberg, A.C.; Coppens, M.H.M. and Dunkink, J.H.

V.57-88, p.669. Quality Assurance State Viewpoint, Schwartz, Douglas J.

V.57-88, p.676. Quality Assurance Contractor's Viewpoint. Bailey, Robert

V.60-91, p.287. Summary of Simulation Studies from Demonstration Project No. 74: Field Management of Asphalt Mixes. D'Angelo, J.A. and Ferragut, T.

V.61-92, p.272. Improving the Precision of Test Methods Used in VMA Determination. Krugler, Paul E.; Tahmoressi, Maghsoud and Rand, Dale A.

V.61-92, p.501. Development Testing and Economics of Heat Recovery Technology for Hot Mix Asphalt Plants. Bracegirdle, Paul E.

V.61-92, p.612. Asphalt Concrete Pavement Construction Practices in Europe. Schtz, Ottmar W.

V.61-92, p.624. Cooperative Attitudes Between Contractors and Governmental Agencies in Europe. Hppi, Peter.

V.61-92, p.638. Transfer of Technology from Europe to USA (Discussion only). Harrigan, Edward.

V.61-92, p.642. Construction of SMA Test Sections in U.S. Scherocman, James A.

V.62-93, p.556. SUPERPAVE Field Control Tests. Hughes, C.S.

V.62-93, p.668. Compaction of Asphalt Concrete at Gerede-Ankara Motorway Project: A Case History. Mirza, S. Idris

V.62-93, p.693. The Trial of Three Large Stone Mix Pavements. Vail, Peter L.

V.63-94, p.593. Quality Management. Tuggle, Don.

V.63-94, p.603. Developing a Quality Management Process. Wolters, Richard.

V.63-94, p.619. Contractor Process Control. Weigel, Jack.

V.63-94, p.632. Quality Management. Ball, John.

V.63-94, p.636. Field Management of Hot Mix Asphalt. Decker, Dale.

V.64-95, p.2. AASHTO Accreditation for Bituminous Materials Testing Laboratories. Spellerberg, Peter A.

V.64-95, p.11. Hot Mix Technician Program in Texas. Tahmoressi, Maghsoud

V.64-95, p.15. Practical Issues Relating to Accreditation and Certification. Wolters, Richard O.

V.64-95, p.241. Historical Development of Asphalt Content Determination by the Ignition Method. Brown, Elton R., Murphy, Nicholas E., Mager, Stuart and Yu, Li.

V.64-95, p.611. Comparison of the Superpave Gyratory Compactor to the Marshall for Field Quality Control. D'Angelo, John A., Paugh, Charles, Harman, Thomas P. and Bukowski, John

V.65-96, p.747. Benefits of Constructing Smoother Pavements. Zaghloul, Sameh

V.66-97, p.379. Pavement Density Measurement Comparative Analysis Using Core and Nuclear Methods. Schmitt, Robert L., Hanna, Awad S., Russell, Jeffrey S. and Nordheim Erik V.

V.66-97, p.407, HMA Overlay Construction with One-Pass/Lane-Width PCCP Rubblization. Thompson, Marshall, VanMatre, Frank, Lippert, David and Jenkins, Paul

V.66-97, p.686. An Overview. Kandhal, Prithvi

V.66-97, p.704. Hot Mix Recycling: State-of-the-Practice. Decker, Dale.

V.66-97, p.723. Hot In-Place Recycling: State-of-the-Practice. Terrel, Ronald, Epps, Jon and Sorenson, James.

V.66-97, p. 746. Full Depth Pavement Reclamation: State-of-the-Practice. Huffman, John.

V.66-97, p.760. Cold Mix Recycling: State-of-the-Practice. Kearney, Edward

V.67-98, p.433. Performance of a Warranted Hot Mix Asphalt Pavement in Indiana. Haddock, John and Ward, David

V.68-99, p.450. Quality Management of Asphalt Concrete Layers Using Wave Propagation Techniques. Rojas, J., Nazarian, S., Tandon, V. and Yuan D.

V.69-00, p.313. Application of ROSAN High Frequency Laser Surface Texture Measurements to Control HMA Segregation, Stroup-Gardiner, M, Law, M.

V.69-00, p.608. An Evaluation of Selected Methods for Measuring the Bulk Specific Gravity of Compacted Hot Mix Asphalt (HMA) Mixes, Buchanan, M.S.

V.69-00, p.635. Effects of Test Variability on Mixture Volumetrics and Mix Design Verification, Hand, A., Epps, A.

V.69-00, p.675. A New Method to Determine Aggregate Bulk Specific Gravity in Hot Mix Asphalt Mixtures, Haddock, J., Prowell, B.

V.70-01, p.273.Analysis of Bias in HMA Field Split-Sample Testing, Schmitt, R., Hanna, A., Russell, J., Nordheim, E.

V.70-01, p.352. Evaluation of Gamma Ray Technology for the Measurement of Bulk Specific Gravity of Compacted Asphalt Concrete Mixtures, Malpass, G., Khosla, P.

V.70-01, p.712, A Comparison of Ovens used in Determining Binder Content by the Ignition Method, Williams, S., Hall, K.

V.70-01, p.729. Evaluation of Production Control Parameters in the Context of a Simple Performance Test for Superpave, D'Angelo, J., Harman, T., Paugh, C.

V.70-01, p.762. The Interstate 710 Rehabilitation: Mix and Structural Section Design, Construction Specifications, Monismith, C., Long, F., Harvey, J.

V.70-01, p.800. Specifying Performance into Asphalt Pavements: The I-39 Experience, Dukatz, E., Volker, J.

V.70-01, p.821. Performance Related Specifications, Newcomb, D.

V.70-01, p.837. PRS Concepts/WesTrack, Scholz, T., Seeds, S., Monismith, C., Epps, J.

V.70-01, p.867. How to Specify Performance Effectively and Efficiently, Harm, E.

 
Pavement Construction and Field Control
Pavement Construction and Field Control:

V.44-75, p.75. The Compaction of Bituminous Base and Base-Course Materials and Its Relation to Pavement Performance. Lister, N.W. and Powell, W.D.

V.46-77, p.260. Vibratory Compaction of Asphalt Pavements Introduction. Tunnicliff, D.G.

V.46-77, p.264. Vibratory Compaction of Bituminous Concrete-Where Does It Stand? Hughes, C.S.

V.46-77, p.272. Summarizing the Development of Vibratory Roller Applications for Compacting Bituminous Mixes in USA. Geller, M.

V.46-77, p.279. Asphalt Compaction by Vibratory Roller. Cosbey, H.

V.46-77, p.287. Vibratory Compaction of Thin Lift Asphalt Resurfacing. Dellert, R.B.

V.46-77, p.293. Vibratory Roller Compaction of Asphalt Pavements in the Netherlands. Vizi, L; Hansen, E.A. and Jonker, C.

V.46-77, p.309. Compacting Heavy Duty Highway Pavements. Noel, R.B.

V.46-77, p.326. Vibratory Compaction of Bituminous Mixes in France. Machet, J.M. and Morel, G.

V.46-77, p.340. Airfield Compaction Update, 1977. White, T.D.

V.47-78, p.372. A Statistical Evaluation of Sampling Methods and Bituminous Concrete Compaction. Fromm, H.J.

V.50-81, p.394. Improved Compaction of Dense Graded Bituminous Macadams. Powell, W.D.; Lister, N.W. and Leech, D.

V.52-83, p.357. A Density Specification with Pay Factors. Hughes, C.S.

V.52-83, p.508. Evaluation of Methods for Field Applications of Lime to Asphalt Concrete Mixtures. Kennedy, T.W.; Turnham, N.; Eps, J.A.; Smoot, C.W.; Young, F.M.; Button, J.W. and Zeigler C.D.

V.53-84, p.321. Resurfacing: Construction Problems. Solutions? Nady, Robert M.

V.53-84, p.631. Action Taken by the Texas Department of Highways and Public Transportation to Identify and Reduce the Stripping Potential of Asphalt Mixes. O'Connor, D.L.

V.53-84, p.638. Effect of Drummix Plants on Asphalt Mixes in Florida, Potts, C.F.

V.55-86, p.33. Traps for Contractors in Statistical Specifications in Asphalt Technology. Dunning, Robert L.

V.55-86, p.269. Segregation of Asphaltic Mixtures. Brock, J.D.

V.55-86, p.277. Asphalt Concrete Mixture Production Problems Related to Light Constituents in Asphalts. Page, Gale; Murphy, Kenneth H. and Ruth, Byron E.

V.55-86, p.607. Density Testing. Hughes, C.S.

V.55-86, p.614. P401 Revised Eastern Region Specifications Designing Manufacturing and Placing of the Mix. Lambeth, B.C.

V.56-87, p.304. Asphalt Mixture Segregation: Diagnostics and Remedies. Kennedy, T.W.; McGennis, R.B. and Holmgreen, R.J.

V.56-87, p.330. Hot Mix Asphalt Construction-Field Diagnosis and Trouble-Shooting Guide. Acott, Mike and Dunmire, Ron.

V.56-87, p.408. Some Aspects of the Compaction of Asphalt Mixes and Its Influence on Mix Properties. Linden, Fons and Van Der Heide, Jos.

V.56-87, p.454. Microwave Heating of Asphalt Paving Materials. Terrel, Ronald L. and Al- Ohaly, Abdulaziz.

V.57-88, p.176. Comparison of Mechanical Properties of Drum Mix and Batch Mix Asphaltic Concrete Through Dynamic Testing. Hopman, P.C.; Maagdenberg, A.C.; Coppens, M.H.M. and Dunkink, J.H.

V.57-88, p.669. Quality Assurance State Viewpoint, Schwartz, Douglas J.

V.57-88, p.676. Quality Assurance Contractor's Viewpoint. Bailey, Robert

V.60-91, p.287. Summary of Simulation Studies from Demonstration Project No. 74: Field Management of Asphalt Mixes. D'Angelo, J.A. and Ferragut, T.

V.61-92, p.272. Improving the Precision of Test Methods Used in VMA Determination. Krugler, Paul E.; Tahmoressi, Maghsoud and Rand, Dale A.

V.61-92, p.501. Development Testing and Economics of Heat Recovery Technology for Hot Mix Asphalt Plants. Bracegirdle, Paul E.

V.61-92, p.612. Asphalt Concrete Pavement Construction Practices in Europe. Schtz, Ottmar W.

V.61-92, p.624. Cooperative Attitudes Between Contractors and Governmental Agencies in Europe. Hppi, Peter.

V.61-92, p.638. Transfer of Technology from Europe to USA (Discussion only). Harrigan, Edward.

V.61-92, p.642. Construction of SMA Test Sections in U.S. Scherocman, James A.

V.62-93, p.556. SUPERPAVE Field Control Tests. Hughes, C.S.

V.62-93, p.668. Compaction of Asphalt Concrete at Gerede-Ankara Motorway Project: A Case History. Mirza, S. Idris

V.62-93, p.693. The Trial of Three Large Stone Mix Pavements. Vail, Peter L.

V.63-94, p.593. Quality Management. Tuggle, Don.

V.63-94, p.603. Developing a Quality Management Process. Wolters, Richard.

V.63-94, p.619. Contractor Process Control. Weigel, Jack.

V.63-94, p.632. Quality Management. Ball, John.

V.63-94, p.636. Field Management of Hot Mix Asphalt. Decker, Dale.

V.64-95, p.2. AASHTO Accreditation for Bituminous Materials Testing Laboratories. Spellerberg, Peter A.

V.64-95, p.11. Hot Mix Technician Program in Texas. Tahmoressi, Maghsoud

V.64-95, p.15. Practical Issues Relating to Accreditation and Certification. Wolters, Richard O.

V.64-95, p.241. Historical Development of Asphalt Content Determination by the Ignition Method. Brown, Elton R., Murphy, Nicholas E., Mager, Stuart and Yu, Li.

V.64-95, p.611. Comparison of the Superpave Gyratory Compactor to the Marshall for Field Quality Control. D'Angelo, John A., Paugh, Charles, Harman, Thomas P. and Bukowski, John

V.65-96, p.747. Benefits of Constructing Smoother Pavements. Zaghloul, Sameh

V.66-97, p.379. Pavement Density Measurement Comparative Analysis Using Core and Nuclear Methods. Schmitt, Robert L., Hanna, Awad S., Russell, Jeffrey S. and Nordheim Erik V.

V.66-97, p.407, HMA Overlay Construction with One-Pass/Lane-Width PCCP Rubblization. Thompson, Marshall, VanMatre, Frank, Lippert, David and Jenkins, Paul

V.66-97, p.686. An Overview. Kandhal, Prithvi

V.66-97, p.704. Hot Mix Recycling: State-of-the-Practice. Decker, Dale.

V.66-97, p.723. Hot In-Place Recycling: State-of-the-Practice. Terrel, Ronald, Epps, Jon and Sorenson, James.

V.66-97, p. 746. Full Depth Pavement Reclamation: State-of-the-Practice. Huffman, John.

V.66-97, p.760. Cold Mix Recycling: State-of-the-Practice. Kearney, Edward

V.67-98, p.433. Performance of a Warranted Hot Mix Asphalt Pavement in Indiana. Haddock, John and Ward, David

V.68-99, p.450. Quality Management of Asphalt Concrete Layers Using Wave Propagation Techniques. Rojas, J., Nazarian, S., Tandon, V. and Yuan D.

V.69-00, p.313. Application of ROSAN High Frequency Laser Surface Texture Measurements to Control HMA Segregation, Stroup-Gardiner, M, Law, M.

V.69-00, p.608. An Evaluation of Selected Methods for Measuring the Bulk Specific Gravity of Compacted Hot Mix Asphalt (HMA) Mixes, Buchanan, M.S.

V.69-00, p.635. Effects of Test Variability on Mixture Volumetrics and Mix Design Verification, Hand, A., Epps, A.

V.69-00, p.675. A New Method to Determine Aggregate Bulk Specific Gravity in Hot Mix Asphalt Mixtures, Haddock, J., Prowell, B.

V.70-01, p.273.Analysis of Bias in HMA Field Split-Sample Testing, Schmitt, R., Hanna, A., Russell, J., Nordheim, E.

V.70-01, p.352. Evaluation of Gamma Ray Technology for the Measurement of Bulk Specific Gravity of Compacted Asphalt Concrete Mixtures, Malpass, G., Khosla, P.

V.70-01, p.712, A Comparison of Ovens used in Determining Binder Content by the Ignition Method, Williams, S., Hall, K.

V.70-01, p.729. Evaluation of Production Control Parameters in the Context of a Simple Performance Test for Superpave, D'Angelo, J., Harman, T., Paugh, C.

V.70-01, p.762. The Interstate 710 Rehabilitation: Mix and Structural Section Design, Construction Specifications, Monismith, C., Long, F., Harvey, J.

V.70-01, p.800. Specifying Performance into Asphalt Pavements: The I-39 Experience, Dukatz, E., Volker, J.

V.70-01, p.821. Performance Related Specifications, Newcomb, D.

V.70-01, p.837. PRS Concepts/WesTrack, Scholz, T., Seeds, S., Monismith, C., Epps, J.

V.70-01, p.867. How to Specify Performance Effectively and Efficiently, Harm, E.

 
Recycling, Rehabilitation and Pavement Management
Recycling, Rehabilitation and Pavement Management:

V.44-75, p.537. Recycling of Asphalt Concrete, Description of Process and Test Selections. Dunning, R.L.; Mendenhall, R.L. and Tischer, K.K.

V.45-76. p.228. Preserving our Pavement Investment. Marker, V.

V.45-76, p.230. Optimum Overlay Maintenance Strategies for Asphalt Pavements Defined Using a Pavement Maintenance Management System. Smith, W.S. and Monismith, C.L.

V.45-76, p.254. Determining Investment Priorities for Urban Pavement Improvements. Karan, M.A. and Haas, R.C.G.

V.45-76, p.286. The Development of Pavement Management Systems for Programming Roadway Maintenance. Finn, F.N.; Terrel, R.L.; LcClerck, R.V. and Garrison, W.A.

V.45-76, p.304. A Review of Pavement Materials Recycling Techniques and Associated Laboratory Tests and Evaluation. Epps, J.A.; O'Neal, R.I. and Gallaway, B.M.

V.45-76, p.337. A Discussion of Recycling Old Asphalt Pavements as Related to Asphalt Binders. McKenzie, Jr. O.

V.46-77, p.496. Recycling of Substandard or Deteriorated Asphalt Pavements-A Guideline for Design Procedures. Davidson, D.D.; Canessa, W. and Escobar, S.J.

V.46-77, p.526. Modeling Heater Techniques for In-Place Recycling of Asphalt Pavements. Carmichael, T.; Boyer, R.E. and Hokanson, L.D.

V.47-78, p.589. Symposium-Pavement Rehabilitation Maintenance and Economics. Huisman, E.L.

V.50-81, p.1. Evaluation of a Unified Design for Asphalt Recycling by Beans of Dynamic and Fatigue Testing. Whitcomb, William; Hicks, R.G. and Escobar, Steven J.

V.50-81, p.32. Effect of Recycling Agents on the Structural Performance of Recycled Asphalt Concrete Materials. Little, D.H.; Holmgreen Jr, R.J. and Epps, J.A.

V.50-81, p.64. Asphalt Emulsion Hot Mix Recycling Project: Analysis and Development of Guidelines. Potts, C.F.; Ruth, B.E.; Schweyer, H.E. and Murphy, K.H.

V.50-81, p.98. Sulphur-Asphalt Pavement Performance and Recycling. Fromm, H.J.; Bean, D.C. and Miller, L.

V.51-82, p.522. Effect of Emulsified Modifiers on the Characteristics of Recycled Mixtures. Khosla, N. Paul

V.51-82, p.540. Recycling Asphalt Pavements Containing a Nonwoven Polyprophylene Fabric, Dykes, J.W.

V.52-83, p.61. Measurement of Mixing Efficiency in Pavement Recycling. Lee, Teh-chang; Terrel, Ronald L. and Mahoney, Joe P.

V.52-83, p.416. Design and Testing of Cold Recycled Asphalt Mixes. Santucci, L.E. and Hayashida, M.T.

V.53-84, p.331. Rehabilitation of a Major Urban Freeway Using a Hot Mix Overlay. Cooper, John A.; McDougall, James I. and Lynch, Daniel F.

V.53-84, p.352. Overlay Deflection Design Method for Arizona. Way, G.B.; Eisenberg, J.F.; Lawson, Jr., J.E. and Delton, J.P.

V.53-84, p.381. Proposed New Mexico State Highway Department Elastic-Layer Overlay Evaluation and Design Procedures for Asphalt Concrete Pavements. Tenison, Jr., J.H.

V.53-84, p.618. Asphalt Cold Recycling Technology in Pennsylvania, Kandhal, P.S.

V.56-87, p.111. Prediction of Rutting in Virgin and Recycled Asphalt Mixtures for Pavements Using Triaxial Tests. W?jeratne, A. and Sargious, M.

V.56-87, p.259. Accelerated Testing of Recycled Asphaltic Concrete. Ferreira, M.A.; Servas, V.P. and Marais, C.P.

V.56-87, p.720. Structural Evaluation of Crack and Seat Overlay Pavements. Lukanen, Erland O. and Skok, Eugene L.

V.57-88, p.646. Site and Laboratory Testing in Order to Determine the Bonding Method in Construction Joints of Asphalt Strips. Livneh, Moshe.

V.58-89, p.40. Water Damage to Asphalt Overlays: Case Histories. Kandhal, Prithvi S.; Lubold, Carl W. and Roberts, Freddy L.

V.58-89, p.256. Use of Nondestructive Tests to Evaluate Hot Mix Recycled Asphalt Pavements. Noureldin, A. Samy and Wood, Leonard E.

V.59-90, p.382. Basic Limits of Overlay Performance During Simultaneous Thermal and Traffic Loading. Jacob, Thomas R.

V.59-90, p.443. Octahedral Shear Stress Analysis of ACP Overlays on PC. Ameri-Gaznon, Mahmoud and Little, Dallas N.

V.63-94, p.2. State Perspective on Use of Waste Materials. McDaniel, Rebecca

V.63-94, p.12. Contractors' Perspective on Waste Materials. Decker, Dale.

V.63-94, p.22. Evaluation of Mixes Containing Waste Materials. Lundy, J.R.

V.65-96, p.231. Evaluation of Recycled Projects for Performance. Paul, Harold

V.65-96, p.628. FHWA Special Project 14. Davies, Jim

V.65-96, p.637. CATQEST 1993 Tour-Experience with Warranties in Europe. Wert, Pete

V.65-96, p.647. Aspects and Considerations for Specifications Containing Warranty Provisions. Moulthrop, James

V.65-96, p.665. HMA Warranty in Wisconsin a Contractor's Perspective. Weigel, Jack

V.65-96, p.677. Wisconsin Asphaltic Pavement Warranties. Volker, John

V.67-98, p.311. Optimizing Use of Reclaimed Asphalt Pavement with the Superpave System. Kennedy, Thomas, Tam, Weng O. and Solaimanian, Mansour.

V.69-00, p.366. Investigation of the Black Rock Issue for Recycled Asphalt Mixtures, Soleymani, H.R., McDaniel, R., Abdelrahaman, M., Anderson, M.

V.70-01, p.176. Development of a Rational and Practical Mix Design Sytsem for Full Depth Reclamation, Mallick, R., Kandhal, P., Brown, E.R., Teto, M. Bradbuy, R., Kearney, E.

 
Soils and Soils Stabilization
Soils and Soils Stabilization:

V.50-81, p.211. Treating Marginal Aggregates and Soils with Foamed Asphalts. Lee, D.Y.
Stability and Failure Mode Testing
Stability and Failure Mode Testing:

V.44-75, p.1. The Effect of Testing and Mix Variables on the Fatigue Performance of Bitumi nous Materials. Pell, P.S. and Cooper, K.E.

V.44-75, p.38. Practical Fatigue Characterization of Bituminous Mixes. Van Dijk,W.

V.44-75, p.119. Influence of Accelerated Climatic Conditioning on Split Tension Deformations of Asphalt Concrete. Vila, J.M. and Terrel, R.L.

V.45-76, p.400. Direct Tension Test Results for Some Asphalt Concretes. Pavlovich, R.D. and Goetz, W.H.

V.46-77, p.1. The Energy Approach to Fatigue for Pavement Design. Van Dijk, W. and Visser, W.

V.46-77, p.41. Use of Fracture Energy as a Fatigue Failure Criterion. Irwin, K.H.

V.46-77, p.64. A New Method of Predicting the Stiffness of Asphalt Paving Mixtures. Bonnaure, F.; Gest, G.; Gravois, A. and Uge, P.

V.46-77, p.132. Characterization of Asphalt Pavement Materials Using the Indirect Tensile Test. Kennedy, T.W.

V.46-77, p.176, Creep Effects on Fatigue Testing of Asphalt Concrete. Ruth, R.E. and Olson, G.K.

V.47-78, p.73. Low Temperature Shrinkage Cracking of Pavements in Pennsylvania. Kandhal, P.S.

V.47-78, p.115. Practical Application of Fatigue and Rutting Tests on Bituminous Base Mixes. Barksdale, R.D.

V.47-78, p.160. A Coordinated Method for Structural Distress Prediction in Asphalt Pavements. Meyer, F.R.P.; Cheethan, A. and Haas, R.C.G.

V.47-78, p.270. Application of the Stiffness Concept to Transverse Pavement Cracking in Oklahoma. Noureldin, M.S. and Manke, P.G.

V.47-78, p.398. In Situ Measurements of Strains and Deflections in Full-Depth Asphaltic Concrete Pavement. Christison, J.T.; Anderson, K.O. and Shields, B.P.

V.47-78, p.457. The Measurement and Prediction of Asphalt Stiffnesses at Low and Intermediate Pavement Service Temperatures. Gaw, W.J.

V.47-79, p.34. Tensile Characteristics of Bituminous Mixtures as Affected by Modified Binders. Khosla, N.P. and Goetz, W.H.

V.48-80, p.64. Asphalt Rheology: Experimental Determination of Dynamic Moduli at Low Temperatures. Pink, H.S.; Merz, R.E. and Posniack, D.S.

V.49-80, p.476. A Fundamental Study of the Stress-Strain Characteristics of a Bituminous Material. Brown, S.F. and Cooper, K.E.

V.49-80, p.499. A New Method for Predicting the Fatigue Life of Bituminous Mixes. Bonnaure, F.; Gravois, A. and Udron, J.

V.49-80, p.550. Required Properties for Zero Maintenance, Flexible Pavement. Kennedy, T.W.; Roberts, F.L. and Jordhal, P.R.

V.49-80, p.633. Diametral Modulus Testing of Non-Linear Pavement Materials. Wallace, K. and Monismith, C.L.

V.49-80, p.653. Rutting Models for Asphaltic Concrete and Dense-Graded Aggregate from Repeated-Load Tests. Allen, D.L. and Deen, R.C.

V.51-82, p.35. Comparisons of Asphalt Concrete Stiffness as Measured by Various Testing Techniques. Von Quintus, Harold; Rauhut, J. Brent and Kennedy, Thomas W.

V.51-82, p.398. Basic Research into the Effect of Filler on the Mechanical Properties of Dense Asphaltic Concrete. Bolk, H.J.N.A.,; Van der Heide, J.P.J. and Van Zantvliet, M.C.

V.53-84, p.583. Comparison of the Sensitivity of Asphalt Concrete Mixture Strength Tess to Changes in Asphalt Binder Properties. Keyser, J.H. and Ruth, B.E.

V.54-85, p.407. The Deformation Behavior of Asphaltic Concrete Under Triaxial Compression. Hushchek, S.

V.54-85, p.454. Surface Cracking of Asphalt Mixtures in Southern Africa. Hugo, Frederick and Kennedy, Thomas W.

V.54-85, p.529. Laboratory Investigation of the Fraass Brittle Test. Thenoux, Guillermo; Lees, Geoffrey and Bell, Chris A.

V.54-85, p.551. Permanent Deformation and Resistance to Fatigue of Resurfaced Pavements. A Laboratory Investigation Performed on Beams Taken Across the Wheelpath Resurfaced in the Laboratory. Bj?rklund, N.A.

V.55-86, p.353. The Influence of Material Properties and Pavement Composition on Permanent Deformation by Flow. Evans, J.V. and Ott, L.E.

V.55-86, p.419. Relationships Between Moduli Measured in the Laboratory by Different Procedures and Field Deflection Measurements. Bonaquist, Ramon; Anderson, David A. and Fernando, Emanuel.

V.56-87, p.33. Effect of Asphalt Concrete Parameters on Rutting Performance: A Field Investi gation. Huber, G.A. and Heiman, G.H.

V.56-87, p.91. Comparisons of Field and Laboratory Estimated Resilient Moduli of Pavement Materials. Newcomb, David E.

V.56-87, p.130. Materials Characterization and Response of Flexible Pavements at Low Temperatures. Roque, R. and Ruth, B.E.

V.56-87, p.168. HVS-Aided Validation of Pavement Behavior at Low Temperature. Hugo, F.; Servas, V.P. and Snyman, D.R.F.

V.56-87, p.198. A Comprehensive Study of Cold Climate Airport Pavement Cracking. Haas, R.; Meyer, F.; Assaf, G. and Lee, H.

V.56-87, p.246. Applications of Theory in the Real World of Pavements. Van Til, Cecil J.

V.56-87, p.517. The Effect of Air Voids on the Tensile Strength Ratio. Dukatz, E.K. Jr. and Phillips. R.S.

V.57-88, p.94. Fatigue Properties of Asphalt Mixes Under Conditions of Very Low Loading Frequencies. Gerritsen, A.H. and Jongeneel, D.J.

V.57-88, p.197. Permanent Deformation in Bituminous Mixes Effects of Consistency of Bitumen, Type of Aggregate, and Mix Composition. Barbe, B.; Caroff, G.; Maia, A. and Hiernaux, R.

V.57-88, p.320. Evaluation of the Resistance to Deformation of Different Road Structures and Asphalt Mixtures Determined in the Pavement Rutting Tester. Nievelt, G. and Thamfeld, H.

V.57-88, p.414. Permanent Deformation (Rutting) Considerations in Asphalt Concrete Pavement Sections. Monismith, C.L. and Tayebali, A.A.

V.57-88, p.615. An Evaluation of Permanent Deformation and Low Temperature Characteristics of Some Recycled Asphalt Concrete Mixtures. Hadipour, Khashayar and Anderson, Kenneth O.

V.59-90, p.396. Mechanism and Modeling of Surface Cracking in Asphalt Pavements. Roque, Reynaldo and Ruth, Byron E.

V.60-91, p.333. The Influence of Test Conditions and Asphalt Concrete mix Parameters on Permanent Deformation Coefficients Alpha and Mu. Leahy, R.B. and Witczak, M.W.

V.60-91, p.533. Effect of Laboratory Compaction Method on Permanent Deformation Character istics of Asphalt-Aggregate Mixtures. Sousa, J.B.; Deacon, J.A. and Monismith, C.L.

V.60-91, p.586. Accelerated Load Tests for Asphalt-Aggregate Mixtures and Their Role in AAMAS. Monismith, C.L.; Hicks, R.B. and Finn, F.N.

V.61-92, p.304. The Development of a Measurement and Analysis System to Accurately Determine Asphalt Concrete Properties Using the Indirect Tensile Mode. Roque, Reynaldo and Buttlar, William G.

V.61-92, p.333. Fatigue Response of Asphalt-Aggregate Mixtures. Tayebali, A.A.; Rowe, Geoffrey M. and Sousa, Jorge B.

V.61-92, p.405. Evaluation of Water Damage of Asphalt Concrete Mixtures Using the Environ mental Conditioning System (ECS). Al-Swailmi, Saleh and Terrel, Ronald. L.

V.62-93, p.54. Low Temperature Cracking Resistance of Asphalt Concrete Mixtures. Jung, Duhwoe and Vinson, Ted S.

V.62-93, p.150. Evaluation of the Environmental Conditioning System (ECS) and Comparisons with AASHTO T-283. Al-Swailmi, Saleh and Terrel, Ronald L.

V.62-93, p.172. Validation of Binder Properties Used to Predict Water Sensitivity of Asphalt Mixtures. Terrel, Ronald L.; Scholz, Todd V.; Al-Joaib, Abdulla and Al-Swailmi, Saleh

V.62-93, p.223. Control of Stripping with Polymer Treatment of Aggregates. Dunning, R.L.; Schulz, G.O. and Gawron, W.F.

V.62-93, p.344. Performance of Asphalt Mixtures in the Trapezoidal Fatigue Test. Rowe, G.M.

V.62-93, p.385. Modeling Fatigue Response of Asphalt-Aggregate Mixtures. Tayebali, A.A.; Deacon, John A.; Coplantz, John S. and Monismith, Carl L.

V.62-93, p.422. Effect of Sample Length on Indirect Tensile Test Parameters. Hugo, F. and Schreuder, W.J.

V.62-93, p.450. The Effects of Aggregate Gradation on Permanent Deformation of Asphalt Concrete. Krutz, Neil C. and Sebaaly, Peter E.

V.64-95, p.96. Performance-Related Testing of Stone Mastic Asphalt. Partl, Manfred N., Vinson, Ted S., Hicks, R. Gary and Younger, Krey

V.64-95, p.163. Comparison of Several Moisture Susceptibility Tests in Pavements Known Field Performance. Aschenbrener, Tim, McGennis, Robert and Terrel, Ronald

V.64-95, p.340. Development and Evaluation of Surrogate Fatigue Models for SHRP A-003A Abridged Mix Design Procedure. Tayebali, A., Deacon, John and Monismith, Carl L.

V.64-95, p.474. Effect of Differential Thermal Contraction on Fracture Properties of Asphalt Materials at Low Temperatures. Ki, Kwang W. and El Hussein, H.M.

V.64-95, p.500. The Use of Fracture Mechanics for the Evaluation of Asphalt Mixes. Suliaman, S.J. and Stock, A.F.

V.64-95, p.534. Low Temperature Fracture of Polyethylene-Modified Asphalt Binders and Asphalt Concrete Mixes. Lee, Nolan K., Morrison, Geoffrey R. and Hesp, Simon A.M.

V.64-95, p.669. Superpave Performance Prediction-A Look at Utility, Sensitivity and Repeat ability. May, Richard W. and Killingsworth, Brian M.

V.64-95, p.718. Thermal Cracking Performance and Design of Mixtures Using Superpave. Roque, Reynaldo, Hiltunen, Dennis R. and Buttlar, William G.

V.65-96, p.99. Evaluation of Empirical and Theoretical Models to Determine Asphalt Mixture Stiffnesses at Low Temperatures. Buttlar, William and Roque, Reynaldo

V.65-96, p.142. Fatigue Damage for Bituminous Mixture: A Pertinent Approach. DiBennedetto, H.; Soltani, A.A. and Chaverot, P.

V.65-96, p.159. Low Temperature Failure in Particulate-Filled Asphalt Binders with Asphalt Concrete Mixes. Rodrˇquez, Manual G.; Morrison, Geoffrey; vanLoon, Joshua and Hesp, Simon

V.65-96, p.532. A Prediction of Methodology for the Dynamic Modulus of In-Place Aged Asphalt Mixtures. Fonsecca, Osvaldo and Witczak, Matthew

V.66-97, p.31. Validation of the Fatigue Performance of Asphalt Mixtures with Small Scale Wheel Tracking Experiments. Rowe, G.M. and Brown, S.F.

V.66-97, p.74. Practical Fatigue Characterization of Bituminous Paving Mixture. Read, John M. and Collop, Andrew C.

V.66-97, p.109. Validation of Asphalt Binder and Mixture Tests that Predict Rutting Susceptibil ity Using the FHWA ALF. Stuart, Kevin D. and Mogawer, Walaa S.

V.66-97, p.153. Properties of Bituminous Mixtures Containing Different Fillers. Kavussi, A. and Hicks, R. Gary

V.66-97, p. 211. Evaluating Superpave Performance Prediction Models Using A Controlled Laboratory Experiment. Zhang, Xhishun

V.66-97, p.312. Determining the Winter Design Temperature for Asphalt Pavements. Robertson, W.D.

V.66-97, p.520. Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory. Kim, Y. Richard, Lee, Hun-Jong and Little, DallaS

V.66-97, p.633, Influence of Binder Loss Modulus on the Fatigue Performance of Asphalt Concrete Pavements. Deacon, J.A., Tayebali, A., Harvey, J.T. and Monismith, C.L.

V.67-98, p.277. A Comparison of Measured and Predicted Low Temperature Cracking Condi tions. Epps, Amy

V.67-98, p.334. Significance of Conditioning Parameters Affecting Distinction of Moisture Susceptible Asphalt Concrete Mixtures in the Laboratory. Tandon, Vivek, Alam, Muhammad, Nazarian, Soheil and Vemuri, Nalini

V.67-98, p.358. Nonlinear Viscoelastic Behavior of Asphalt Concrete in Stress Relaxation. Shields, Donald H., Zeng, Menglan and Kwok, Robert

V.67-98, p.458. Analysis of Creep Data from Indirect Tension Test on Asphalt Concrete. Christensen, Donald

V.67-98, p.493. Are All PG 70-22s the Same? Lab Tests on KY I-64 Field Samples. Blankenship, Phillips, Myers, Allen H., Clifford, Andrea S., Thomas, Todd W., King, Helen W. and King, Gayle N.

V.67-98, p.602. Scaled Down APTG Considerations for Viscoelastic Materials. Van de Ven, Martin, de Fortier Smit, Andr?, Jenkins, Kim and Hugo, Fred.

V.68-99, p.404. Determination of Crack Growth Rate Parameters of Asphalt Mixtures Using the Superpave IDT. Roque, Reynaldo, Zhang, Zhiwang and Sankar, Bhavani.

V.68-99, p.501. An Analysis of the Mechanism of Microdamage Healing Based on the Application of Micromechanics First Principles of Fracture and Healing. Little, Dallas, Lytton, Robert, Williams, Devon and Kim Y. Richard.

V.68-99, p.589. Laboratory Repeatability of the Hamburg Wheel-Tracking Device and Replicating Wheel-Tracking Devices. Izzo, Richard and Tahmoressi, Maghsoud.

V.69-00, p.143. Evaluation of the Superpave Asphalt Binder Specification for High-Temperature Pavement Performance, Stuart, K., Mogawer, W., Romero, P.

V.69-00, p.236. Effect of Material Properties Specimen Geometry and Specimen Preparation Variables on Asphalt Concrete Tests for Rutting, Harvey, J., Guada, I., Long, F.

V.69-00, p.281. Determination of the Linear Viscoelastic Limits of Asphalt Concrete at Low and Intermediate Temperatures, Mehta, Y., Christensen, D.

V.69-00, p.497. Consideration of Strain at Failure and Strength in Prediction of Pavement Thermal Cracking, Bahia, H., Zang, M., Nam, K.

V.69-00, p.540. Low Temperature Performance of SBS-Modified Asphalt Mixes, Hesp, S., Terlouw, T., Vonk, W.

V.70-01, p.38. Evaluation of VMA and Other Volumetric Properties as Criteria for the Design and Acceptance of Superpave Mixtures, Nukunya, B., Roque, R., Tia, M., Birgisson, B.

V.70-01, p.206. Identification and Verification of a Suitable Crack Growth Law for Asphalt Mixtures, Zhang, Z., Roque, R., Birgisson, B., Sangpetngam, B.

V.70-01, p.442. Development of Binder Specification Parameters Based on Characterization of Damage Behavior, Bahia, H., Zhai, H., Zeng, M., Hu, Y., Turner, P.

V.70-01, p.492. Effect of the Filler Particle Size on the Low and High Temperature Performance in Asphalt Mastic and Concrete, Hesp, S., Smith, B., Hoare, T.

V.70-01, p.572. Tests to Evaluate the Stiffness and Permanent Deformation Characteristics of Asphalt/Binder-Aggregate Mixes and Their use in Mix Design and Analysis, Harvey, J., Weissman, S., Long, F., Monismith, C.

V.70-01, p.605. Internal Structure Analysis of Asphalt Mixes to Improve the Simulation of Superpave Gyratory Compaction to Field Conditions, Tashman, L., Masad, E., Peterson, R., Saleh, H.

V.70-01, p.646. Measuring the Complex Modulus of Asphalt by Structural Wave Propagation, Poulikakes, L.D., Hochuli, A.S., Sayir, M.B.., Partl, M.N.

 
Structural Design and Pavement Performance Evaluation
Structural Design and Pavement Performance Evaluation:

V.44-75, p.143. Use of Bituminous Materials in North Dakota Test Road. Manz, E.

V.44-75, p.162. Adaption of AASHO Interim Guide to Fundamental Concepts. Southgate, H.F.; Deen, R.C. and Havens, J.H.

V.44-75, p.190. Evaluation of Flexible Pavement Design Methodology, Sharma, M.G. and Knis, W.J.

V.44-75, p.219. A Comparison of Layered Theory Design Approaches to Observed Asphalt Airfield Pavement Performance. Witczak, M.W.

V.44-75, p.264. Deflection Behavior of Asphaltic Concrete Pavements. Southgate, H.F. and Deen, R.C.

V.44-75, p.519. Analysis of Failure Modes and Related Required Properties in Asphalt-Treated Cold Mix Bases. Ishai, I.; Herrin, M. and Leverenz, D.G.

V.45-76, p.90. San Diego County Experimental Base Project: Analysis of Performance. Shook, J.F.

V.45-76, p.122. Pavement Evaluation with the Falling Weight Deflectometer . Claessen, A.; Valkering, C.P. and Ditmarsh, R.

V.45-76, p.158. Deflection and Performance of Deep Lift Asphalt Emulsion Base. Beagle, C.W.

V.45-76, p.169. Performance of Asphalt Concrete Pavement Mixtures Produced by the Drum Mixer Process. Terrel, R.L. and Holen, D.J.

V.45-76, p.453. Foamed Bitumen Production and Application of Mixtures Evaluation and Performance of Pavements. Bowering, R.H. and Martin, C.L.

V.45-76, p.492. Minimizing Cracking of Asphalt Concrete Pavements. Finn, F.N.; Nair, K. and Hilliard, J.

V.46-77, p.541. Pennsylvania's Experrience wit the Design, Construction and Performance of Gussasphalt. Kandhal, P.S. and Mellot, D.B.

V.47-78, p.190. Pavement Condition Evaluation of Asphalt Surfaced Airfield Pavements. Shahin, M.Y.; Darter, M.I. and Kohn, S.D.

V.47-78, p.229. Remaining Life Analysis of Flexible Pavements. Witczak, M.W. and Bell, K.R.

V.47-78, p.281. Permanent Deformation Characteristics of Cement-Emulsion Stabilized Sand. Akili, W. and Monismith, C.L.

V.47-78, p.495. Investigation of Adhesion Properties between Asphaltic-Concrete Layers, Uzan, J.; Livneh, M. and Eshed, Y.

V.48-79, p.1. Evaluation of Construction and Short-Term Performance Problems for Asphalt Pavements in Oregon. Wilson, J.E. and Hicks, R.G.

V.48-79, p.438. The Prediction of Permanent Deformation in Asphalt Pavements. Brown, S.F. and Bell, C.A.

V.48-79, p.477. Reflection Cracking Analysis for Asphaltic Concrete Overlays, Von Quintus, H.; Treybig, H.J. and McCullough, B.F.

V.48-79, p.507. Design and Evaluation of Airport Pavements. Koole, R.C. and Visser, W.

V.48-79, p.541. Full-Depth Pavement Considerations in Seasonal Frost Areas. Eaton, R. and Joubert, R.H.

V.48-79, p.557. A Fundamental Method for Prediction of Roughness, Rutting and Cracking of Pavements. Ullidtz, P.

V.49-80, p.252. Material Characteristics and Predicted Performance of Sulphur-Asphalt Mixtures from In-Service Pavements. Al-Otaishan, A.T.A. and Terrel, R.L.

V.49-80, p.267. Introduction to Symposium on Prevention and Control of Reflective Cracking. Kari, W.J.

V.49-80, p.268. Reflection Cracking: Analyses, Laboratory Studies and Design Considerations. Monismith, C.L. and Coetzee, N.F

V.49-80, p.314. Prevention of Reflective Cracking in Arizona. Way, G.R..

V.49-80, p.330. Applicability of Asphalt-Rubber Membranes in Reducing Reflection Cracking. Vallerga, B.A.; Morris, G.R.; Huffman, J.E. and Huff, B.J.

V.49-80, p.354. Use of Fabric Interlayers to Retard Reflective Cracking. Dykes, J.W.

V.49-80, p.368. Open Graded Asphalt Concrete Base for the Control of Reflective Cracking. Hensley, M.J.

V.49-80, p.381. Reflection Cracking Studies at Thule Airbase, Greenland Using AC 2.5 and Fabrics. Eaton, R.A. and Godfrey, R.N.

V.49-80, p.397. Effectiveness of Fabric and Non-Fabric Treatments in Controlling Reflective Cracking. Mullen, W.G. and Hader, R.J.

V.49-80, p.578. Analysis of High Temperature Instability Failures of Heavily Tafficked Asphalt Pavements. Bissada, A.F.

V.49-80, p.606. The Effect of Truck Design on Pavement Performance. Deen, R.C.; Southgate, H.F.a nd Mayes, J.G.

V.50-81, p.319. Interpretation of Static and Dynamic Deflection Histories in Arizona. Way, George B.

V.50-81, p.345. Pavement Condition and Performance Observations Brampton Test Road. Phang, W.A. and Stott, G.M.

V.51-82, p.1. Pavement Design Considerations for Two-Layer Pavements Containing Open- Graded Asphalt Mixtures. Monismith, C.L. and Wallace, K.

V.51-82, p.53. Prediction of Pavement Cracking at Low Temperatures. Ruth, B.E.; Bloy, L.A.K. and Avital, A.A.

V.51-82, p.129. An Evaluation Scheme for Conventional Requirements of Design and Construction Quality of Asphalt Concrete. Uzan, Joseph

V.51-82, p.150. Finite Element Analysis of Arizona's Three-Layer Overlay System of Rigid Pavements to Prevent Reflective Cracking. Chen, Nan Jim; DiVito, Jospeh A. and Morris, Gene R.

V.51-82, p.484. Effects of Construction Variations Upon Dynamic Moduli of Asphaltic Concrete, Southgate, H.F.

V.52-83, p.121. Pavement Performance and Asphalt Concrete Mix Design. Finn, F.N.; Monismith, C.L. and Markevich, N.J.

V.52-83, p.224. Drum Mix Versus Batch Plants: Pavement Performance Comparisons. Von Quintus, H.L. and Kennedy, Thomas W.

V.52-83, p.254. Open-Graded Surface Courses in Hot Climates. Hamadani, Shafik, K.

V.52-83, p.271. Factors to be Considered in Developing Performance Based on Specifications. Epps, J.A. and Kari, W.J.

V.52-83, p.489. Prediction of Rut Depth Performance in Flexible Highway Pavements. Uzan, Jacob

V.53-84, p.1. Evaluation of Asphalt Aging in Hot Mix Plants. Lund, John W. and Wilson, James E.

V.53-84, p.98. Functional and Structural Role of Prime Coat in Asphalt Pavement Structures. Ishai, Ilan and Livneh, Moshe.

V.53-84, p.217. Overlay Design-A Synthesis of Methods. Monismith, C.L. and Finn, Fred N.

V.53-84, p.266. Asphalt Overlay Design for Airfield Pavements. Chou, Y.T.

V.53-84, p.285. Deflection Analysis and Case Illustrations of Thin Asphalt Pavements for Overlay Design. Meyer, Frank P.; Haas, Ralph C.G. and Polhill, Dennis.

V.53-84, p.440. Fatigue and Reflection Cracking Due to Traffic Loads. Molenaar, A.A.A.

V.53-84, p.559. Fatigue Behavior of Thin Asphalt Concrete Layers in Flexible Pavement Structures. Craus, J.; Yuce, R. and Monismith, C.L.

V.54-85, p.76. A Five Year Evaluation of Arizona's Three Layer System on the Durango Curve in Phoenix. McCullagh, Frank R. and Foppe, Lawrence E.

V.54-85, p.304. The Strength of Asphalt Pavements. Foster, Charles.

V.54-85, p.432. A Flexible Pavement Structural Evaluation System Based on Dynamic Deflections. Uddin, Waheed; Meyer, A.H. and Hudson, W.R.

V.54-85, p.635. Prediction of Asphalt Performance by HPGPC. Jennings, Wyn

V.55-86, p.453. Effects of Stress Absorbing Membrane Interlayers, Molenaar, A.A.A.; Heerkens, J.C.P. and Verhoeven, J.H.M.

V.56-87, p.361. Blistering of Asphalt Overlays Caused by Micro-organisms. Brown, Lew R. and Darnell, Timothy R.

V.56-87, p.278. A Conceptual Framework for Development of Performance-Based Specifications. Fernando, E.G; Anderson, D.A.; Luhr, D.R.; Antle, C.E. and Siddiqui, Zahur

V.56-87, p.380. Pressure Heaving or Asphalt Pavement Overlay. Hironaka, M.C. and Holland, T.J.

V.56-87, p.711. Sawing Joints in Asphalt Pavements. Herring, Stanley

V.57-88, p.389. Flexible Pavement Designs Based on Work. Southgate, Herbert and Deen, Robert C.

V.57-88, p.464. Thermal Rippling of Asphalt Concrete Pavements. Roque, Reynaldo; Hardee, H Kenneth and Ruth, Byron E.

V.57-88, p.484. A Practical Approach to the Evaluation of Bituminous Mix Properties for the Structural Design of Asphalt Pavements. Rowe, G.M. and Cooper, K.E.

V.57-88, p.502. Interpretation Problems and Reliability of Falling Weight Deflection (FWD) Measurements on Three Layer Systems. Pronk, A.C.

V.57-88, p.519. Asphalt Mixture Characteristics and Related Pavement Performance. Ford Jr., M.C. and Hensley, M.J.

V.58-89, p.1. A Study of In-Place Rutting of Asphalt Pavements. Brown, E.R. and Cross, Stephen A.

V.58-89, p.77. Evaluation and Response of Aged Flexible Airfield Pavements at Ambient Temperatures Using the Falling Weight Deflectometer. Manzione, Charles W.

V.58-89, p.109. The Synthesis of Mixture Strength Parameters Applied to the Determination of AASHTO Layer Coefficient Distributions. Coree, Brian J. and White, Thomas D.

V.58-89, p.142. A Field Study of Premature Surface Cracking in Asphalt. Malan, G.W.; Straus, P.J. and Hugo, F.

V.58-89, p.245. The Role of the Binder Content in the Performance-Related Properties of Asphaltic Mixes for Surface Layers. Valkering, C.P. and Van Gooswilligen, G.

V.58-89, p.410. Relationship of Paving Asphalt Temperature Susceptibility as Measured by PVN to Paving Asphalt Specifications, Asphalt Paving Mixture Design and Asphalt Pavement Performance. McLeod, Norman W.

V.58-89, p.490. Symposium: Pavement Performance-Framework for Success. Scherocman, James A. and Wood, Leonard E.

V.58-89, p.492. Aggregate Properties Related to Pavement Performance. Dukatz, Ervin L. Jr.

V.58-89, p.503. Asphalt Cement Properties Related to Pavement Performance. Decker, Dale S. and Goodrich, Joseph L.

V.58-89, p.519. The Effects of Testing and Production Procedures on Mix Design Results. Root, Richard E.

V.58-89, p.528. Asphalt Concrete Mix Properties Related to Pavement Performance. Smith, Richard W.

V.58-89, p.553. AAMAS Mixture Properties Related to Pavement Performance. Von Quintus, Harold L. and Kennedy, Thomas W.

V.58-89, p.571. Hot Mix Asphalt Production, Placement and Compaction Related to Pavement Performance. Scherocman, James A. and Acott, Mike

V.58-89, p.595. Paving Specifications and Inspection Related to Pavement Performance. Harm, Eric E. and Hughes, C.S.

V.59-90, p.240. Chemical and Mechanical Evaluation on Healing of Asphalt Concrete. Kim, Y Richard; Little, Dallas N. and Benson, Fred

V.59-90, p.422. Behavior of Bituminous Materials Under Moving Wheel Loads. Muhtala, Matti; Alkio, Risto; Pihlajam?ki, Jari; Pienim?ki, Markku and Halonene, Pekka.

V.59-90, p.481. Mitigation of Instability Rutting of Asphalt Concrete Pavements in Lethbridge, Alberta, Canada. Dawley, C.B.; Hogeweide, B.L. and Anderson, K.O.

V.59-90, p.560. A Comprehensive Approach to the Rutting Problem in the Kingdom of Saudi Arabia. Al-Dhalaan, M.A.; Khan, S.; Farouki, T.A. and Farwana, T.A.

V.59-90, p.590. rutting Resistance of Asphalt Mixes Containing Non-Convectional and Polymer Modified Binders. Valkering, C.P.; Lancon, D.J.L.; deHilster, E. and Stoker, D.A.

V.59-90, p.621. Status of SHRP Programs-Long Term Pavement Performance (LTPP). Skok, E.L. and Ingberg, R.C.

V.60-91, p.1. Kentucky's Experience with Large Size Aggregate in Bituminous Hot Mix. Anderson, R.; Walker, D.; Scherocman, J.A. and Epley, L.E.

V.60-91, p.19. Performance Evaluation of Open-Graded Asphalt Concrete Mixtures Used in Oregon. Huddleston, U.J.; Zhour, H. and Hicks, R.G.

V.60-91, p.310. Reflection Cracking in Asphalt Overlays, Caltabiano, M.A. and Brunton, J.M.

V.60-91, p.364. A Computerized Mechanistic System for Evaluation and Rehabilitation of Flexible Pavements. Guan, L.; Ruth, B.E. and Roque, R.

V.60-91, p.403. Strategic Highway Research Program Asphalt Research-An Overview. Moulthrop, J.S.; Cominsky, R.J.; Kennedy, T.W. and Harrigan, E.T.

V.61-92, p.361. Functional Versus Structural Overlay of Concrete Pavements. White, T.D. and Pumphyrey, N.D.

V.61-92, p.535. A National Study of Rutting in Asphalt Pavement. Brown, Elton R. and Cross, Stephen A.

V.63-94, p.481. Load Equivalency Factors for Asphalt Pavements. Zaghloul, Sameh and White, Thomas

V.64-95, p.278. Prediction by Asphalt Pavement Structural Layer Moduli Using Optimized FWD Configuration. Roque, Reynaldo, Romero, Pedro, Shen, Xueshen and Ruth, Byron

V.64-95, p.636. Experience with Superpave Mixtures-Update on Constructed FHWA/LTPP SPS- 9 Projects. Johnson, Ann M., Skok, Jr., Eugene L. and Symons, Monte G.

V.65-96, p.255. Validation of Experiments for Permanent Deformation Testing of Bituminous Mixtures. Brown, Stephen and Gibb, J. Michael.

V.65-96, p.449. Effect of Asphalt Binder on Pavement Performance: An Investigation Using the Superpave Mix Design System. Zhang, Xishun and Huber, Gerald.

V.65-96. p.491. Prediction of Low-Temperature Cracking of Pennsylvania Project Using Superpave Binder Specifications. Kandhal, Prithvi; Dongr?, Raj and Malone, Mark.

V.65-96, p.573. Asphalt Concrete Characterization for Pavement Performance Prediction. Uzan, Jacob.

V.65-96, p.712. Case History: I-10 Pavement Distress. Paul, Harold.

V.67-98, p.401. Mechanisms of Surface-Initiated Longitudinal Wheel Patch Cracks in High- Type Bituminous Pavements. Myers, Leslie, Roque, Reynaldo and Ruth, Byron.

V.68-99, p.222. Prediction of the Performance of Mineral Fillers in SMA. Shashidhar, N., Needham, S.P., Chollar, B.H. and Romero, P.

V.68-99, p.252. Laboratory Performance Evaluation, SMA, CMHB and Dense Graded Asphalt Mixtures. Mohammad, Louay, Huang, Baoshan, Tan, Zhengzheng and Zhang Xishun.

V.68-99, p.284. Investigation of the System Filler and Asphalt Binders by Rheological Means. Gubler, Remy, Partl, Manfred, Liu, Yang and Anderson, David.

V.70-01, p.301. Premature Failure of Asphalt Overlays from Stripping: Case Histories, Kandhal, P., Rickards, I.

V.70-01, p.543. A Study of Grid Reinforced Asphalt to Combat Reflection Cracking, Brown, S., Thom, N.H., Sanders, P.J.

 

2001

VOIDS IN THE MINERAL AGGREGATE (VMA) ON THE MECHANICAL PROPERTIES OF COARSE AND FINE ASPHALT MIXTURES
R. Michael Anderson and Ross A. Bentsen 

MIXING AND COMPACTION TEMPERATURES FOR MODIFIED BINDERS USING THE SUPERPAVE GYRATORY COMPACTOR
Arif Khatri, Hussain U. Bahia, Doug Hanson

RHEOLOGICAL MODELING OF MODIFIED ASPHALT BINDERS AND MIXTURES
Menglan Zeng, Hussain U. Bahia, Huachun Zhai, Michael R. Anderson, Pamela Turner

DEVELOPMENT OF BINDER SPECIFICATION PARAMETERS BASED ON CHARACTERIZATION OF DAMAGE BEHAVIOR
Hussain U. Bahia, Huachun Zhai, Menglan Ze ng, Yu Hu, Pamela Turner

A STUDY OF GRID REINFORCED ASPHALT TO COMBAT REFLECTION CRACKING
S F Brown, N H Thom, and P J Sanders

A LABORATORY INVESTIGATION INTO THE EFFECTS OF AGGREGATE-RELATED FACTORS ON CRITICAL VMA IN ASPHALT PAVING MIXTURES
Brian J. Coree and Walter P. Hislop

EVALUATION OF VOLUMETRIC PROPERTIES AND GYRATORY COMPACTION SLOPE FOR THE QUALITY CONTROL OF HOT-MIX ASPHALT PRODUCTION
J. D’Angelo, T. Harman, C. Paugh

A COMPARISON OF HMA FIELD PERFORMANCE AND LABORATORY VOLUMETRIC SENSITIVITIES
Amy L. Epps and Adam J. Hand

PERFORMANCE ASSESSMENT WITH THE MMLS3 AT WESTRACK
Amy L. Epps, Tazeen Ahmed, Dallas C. Little, and Magdy Y. Mikhail

ASPHALT BINDER TESTING VARIABILITY
John E. Haddock, Ph.D., P.E. Brian D. Prowell, P.E. and Charles S. Hughes, P.E

TESTS TO EVALUATE THE STIFFNESS AND PERMANENT DEFORMATION CHARACTERISTICS OF ASPHALT/BINDER-AGGREGATE MIXES, AND THEIR USE IN MIX DESIGN AND ANALYSIS
John Harvey, University of California, Berkeley
Shmuel Weissman, Symplectic Engineering Corporation
Fenella Long, University of California, Berkeley
Carl L. Monismith, Robert Horonjeff, University of California, Berkeley

EFFECT OF THE FILLER PARTICLE SIZE ON THE LOW AND HIGH TEMPERATURE PERFORMANCE IN ASPHALT MASTIC AND CONCRETE
Simon A.M. Hesp, Benjamin J. Smith and Todd R. Hoare

PREMATURE FAILURE OF ASPHALT OVERLAYS FROM STRIPPING: CASE HISTORIES
Prithvi S. Kandhal and Ian J. Rickards

DEVELOPMENT OF A RATIONAL AND PRACTICAL MIX DESIGN SYSTEM FOR FULL DEPTH RECLAMATION (FDR)
Rajib B. Mallick, Prithvi S. Kandhal, Elton Ray Brown, Matthew R. Teto, Richard L. Bradbury and Edward J. Kearney

EVALUATION OF GAMMA RAY TECHNOLOGY FOR THE MEASUREMENT OF BULK SPECIFIC GRAVITY OF COMPACTED ASPHALT CONCRETE SPECIMENS
Glen Malpass and N. Paul Khosla

EVALUATION OF VMA AND OTHER VOLUMETRIC PROPERTIES AS CRITERIA FOR THE DESIGN AND ACCEPTANCE OF SUPERPAVE MIXTURES
Bensa Nukunya, Reynaldo Roque, Mang Tia, Bjorn Birgisson

MEASURING THE COMPLEX MODULUS OF ASPHALT MIXTURES BY STRUCTURAL WAVE PROPAGATION
A.S. Hochuli, M.B. Sayir, L.D. Poulikakos, M.N. Partl

IMPACT OF FACTORS AFFECTING DETERMINATION OF GLASS TRANSITION TEMPERATURE USING A DYNAMIC SHEAR RHEOMETER INTRODUCTION
Gerald H. Reinke And Steven L. Engber, MTE Services, Inc, Onalaska, Wi 54650

ANALYSIS OF BIAS IN HMA FIELD SPLIT-SAMPLE TESTING
Robert L. Schmitt, Awad S. Hanna, Jeffrey S. Russell, and Erik V. Nordheim

INTERNAL STRUCTURE ANALYSIS OF ASPHALT MIXES TO IMPROVE THE SIMULATION OF SUPERPAVE GYRATORY COMPACTION TO FIELD CONDITIONS
Laith Tashman, Eyad Masad, Bob Peterson, Habeeb Saleh

A COMPARISON OF OVENS USED IN DETERMINING BINDER CONTENT BY THE IGNITION METHOD
Stacy G. Williams and Kevin D. Hall

IDENTIFICATION AND VERIFICATION OF A SUITABLE CRACK GROWTH LAW
Zhiwang Zhang, Reynaldo Roque, Bjorn Birgisson, Boonchai Sangpetngam

THE BAILEY METHOD OF GRADATION EVALUATION: THE INFLUENCE OF AGGREGATE GRADATION AND PACKING CHARACTERISTICS ON VOIDS IN THE MINERAL AGGREGATE
William R. Vavrik, William J. Pine, Gerald Huber, Samuel H. Carpenter, Robert Bailey

 

2002

Issues Pertaining to the Pe rmeability Characteristics of Coarse-Graded Superpave Mixer
A. Cooley, B. Prowell, R. Brown
Proposed Methodology for Predicting HMA Permeability
A. Al-Omari, L. Tashman, E. Masad, A. Cooley, T. Harman
Use of Surface Free Energy Properties of the Asphalt-Aggregate System to Predict Moisture Damage Potential
D. Cheng, D. Little, R. Lyton, J. Holste
Linear Viscoelastic Limits of Bituminous Binders
G.D. Airey, B. Rahumzodeh, A.C. Collop
Validation of the Superpave Asphalt Binder Fatigue Cracking Parameter Using the FHWA's Accelerated Loading Facility
K.D. Stuart, W.S. Mogawer
Acid/Base Chemistry for Asphalt Modification
G.N. King, S.W. Bishara, G. Fager
Use of Dynamic Mechanical Analysis (DMA) to Evaluate the Fatigue and Healing Potential of Asphalt Binders in Sand Asphalt Mixtures
Y. Kim, D. Little, R. Lytton
Relationship Between Superpave Gyratory Compaction Properties and the Rutting Potential of Asphalt Mixtures
R.M. Anderson
Tertiary Flow Characteristics of Asphalt Mixtures
K. Kaloush, M. Witczak
Linear and Non-Linear (Stress-Dependent) Master Curve Construction for Dynamic (Complex) Modulus
T. Pellinen, M. Witczak
Aggregate Gradation Characterization Factors and Their Relationships to Fracture Energy and Failure Strain of Asphalt Mixtures
B.E. Ruth, R. Roque, B. Nukunya
High Temperature Fatigue and Fatigue Damage Process of Aggregate-Asphalt Mixes
B. Tsai, J. Harvey, C. Monismith (by title only)
Field Shear Test Device for Quality Control Testing of Asphalt Concrete
D.W. Christensen, R. Bonaquist, T. Handojo
Superpave for Low Volume Roads and Base Mixtures
J. Haddock, B. Prowell
Foamed Asphalt Products using Warmed Aggregates
K. Jenkins, A. Molenaar, J. deGroot, M. van de Ven
Investigation of the Restricted Zone in the Superpave Aggregate Gradation Specification
P. Kandhal, L. A. Cooley
Effects of Loading Configuration and Material Properties on Non-Linear Response of Asphalt Mixtures
E. Masad, H. Bahia
Time-Temperature Superposition Principle for Asphalt Concrete Mixtures with Growing Damage in Tension State
Y.R. Kim, G. Chehab, R.A. Schapery, M. Witczak, R. Bonaquist
Development of a Thermo-Viscoplastic Constitutive Model for HMA Mixtures
B. Huang, L. Mohamad, W. Wathugala
Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic Continuum Damage Model
J.S. Daniel, Y.R. Kim
Top-Down Crack Propagation in Bituminous Pavements and Implications for Pavement Design and Management
L.A. Myers, R. Roq

 

2003

Estimating the Rutting Potential of Asphalt Mixtures using Superpave Gyratory Compaction Properties and Indirect Tensile Strength
R. Anderson, D. Christensen, R. Bonaquist

Ternary Property Maps for Asphalt Concrete
D. Christensen, R. Bonaquist

Comparison of the Saturated Surface Dry and Vacuum Sealing Methods for Determining the Bulk Specific Gravity of Compacted HMA
A.Cooley, B. Prowell, M. Rosli

Hirsch Model for Estimating the Modulus of Asphalt Concrete
D. Christensen, T. Pellinen, R. Bonaquist

Comparative Analysis of Axial and Shear Dynamic Moduli of Asphalt Mixes
E. Masad, S. Saadeh, K. Stuart, A. Abbas, T. Papagainnakis

Ruggedness Evaluation of the Shear Frequency Sweep Test for Determining the Shear Modulus of Asphalt Mixtures
R. Anderson, R. McGennis

Stress Dependent Behavior of Asphalt Mixtures at High Temperatures
P. Antes, A. van Dommelen, L. Houben, A. Molenaar, U. Parajuli

Simplistic Mixture Design Using the SGC and the DSR
H. Bahia, E. Masad, A. Stakston, S. Dessouky, F. Bayomy

Use of Reclaimed Asphalt Pavement (RAP) under Superpave Specifications
R. McDaniel, A. Shah

Evaluation of Internal Angle of Gyration of Superpave Gyratory Compactors in Alabama
B. Prowell, E.R. Brown

Performance of Stone Matrix Asphalt Pavements in Maryland
C. Schwartz, L. Michael, G. Burke

Characterization of Asphalt Concrete in Uniaxial Tension using a ViscoElastoPlastic ModelG. Chehab, Y. Kim, R. Schapery, M. Witczak, R. Bonaquist

Field Validation and Parametric Study of a Thermal Crack Spacing Model
D. Timm, V. Voller

Development of an Overlay Design Model for Reflective Cracking with and without Steel Reinforcing Nettings
I. Al-Qadi, M. Elseifi, D. Leonard

Evaluation of Water Damage using Hot Mix Asphalt Fracture Mechanics
B. Birgisson, R. Roque, G. Page

Investigations on Bitumen Rejuvenator Diffusion and Structural Stability
R. Karlsson, U. Isacsson

Role of Adhesion and Thin Film Tackiness of Asphalt Binders in Moisture Damage of HMAK. Kanitpong, H. Bahia

Direct Tension Tests-A Useful Tool in Evaluation of the Low-Temperature Improvement in Air Blown Asphalt
S. Ho, L. Zanzotto, D. MacLeod

Investigation of the Use of Recycled Polymer Modified Asphalt Binder in Asphalt Concrete Pavements
L. Mohammad, Z. Wu, C. Abadi, W. Daly, C. Daranga
2004

Mechanical Characterization of Combi-layer   M. van de Ven, A. Molenaar

The Need for Inducing Shear Instability to Obtain Relevant Parameters for HMA Rut-Resistance B. Birgisson, D. Darku, R. Roque, G. Page

Damage Evolution in Triaxial Compression Tests of HMA at High Temperatures L. Tashman, E. Masad, D. Little, R. Lytton

Effect of Binder and Mixture Variables on Glass Transition Behavior of Asphalt Mixtures K. Nam, H. Bahia

The Effect of Vertical Inhomogeneity on Compressive Properties of Asphalt Mixtures H. Azari, R. McCuen, K. Stuart

Performance-Based Pay Factors for Asphalt Concrete Construction; Comparison with a Currently Used Experience-Based Approach C. Monismith, L. Popescu, J. Harvey

In-Place Density Evaluation of Stone Matrix Asphalt (SMA) Mixes in Alabama M. Buchanan, J. Turner, J. Barton

Development and Field Evaluation of Energy-Based Criteria for Top-down Cracking Performance of Hot Mix Asphalt R. Roque, B. Birgisson, C. Drakos, B. Dietrich

Comparison of Aggregate Gradation and Mixture Physical Superpave Mixtures in Louisiana L. Mohammad, Z. Wu, A. Raghavendra, C. Abadie

Evaluation of Rutting Performance on the 2000 NCAT Test Track E.R. Brown, B. Prowell, A. Cooley, J. Zhang, R. Powell

Conceptual Performance Criteria for Asphalt Mixtures T. Pellinen

Simplifying the Hollow Cylinder Tensile Test Procedure though Volume-based Strain W. Buttlar, M. Wagoner, Z. You, S. Brovold

Evaluation of the Low Temperature Fracture Resistance of Asphalt Mixtures Using the Semi-Circular Bend Test X. Li, M. Marasteanu

The Virginia Smart Road: The Impact of Pavement Instrumentation on Understanding Pavement Performance I. Al-Qadi, A. Loulizi, M. Elseifi, S. Lahouar

Characterization of Aggregates and Asphalt Concrete Using X-ray Computerized Tomography L. Wang, H. Paul, T. Harman, J. D Angelo

Use of GPR for Thickness Measurement and Quality Control of Flexible Pavements I. Al-Qadi, S. Lahouar

A Really Simple Performance Test I. Oh, B. Coree

Fatigue Evaluation of Asphalt Mixtures Using Dissipated Energy and Viscoelastic Continuum Damage Approaches J. Daniel, W. Bisirri, Y. Kim

A Distinctive Fatigue Failure Criterion G. Al-Khateeb, A. Shenoy

Two-Stage Weibull Approach for Asphalt Concrete Fatigue Performance Prediction B. Tsai, J. Harvey, C. Monismith

An Investigation of the Applicability of Schapary’s Work Potential Model for Characterization of Asphalt Fatigue Behavior R. Lundstrom, U. Isacsson

A Study of Crack-Tip Deformation and Crack Growth in Asphalt Concrete Using Fracture Mechanics Y. Seo, Y. Kim, R. Schapery, M. Witczak, R. Bonaquist

Laboratory Evaluation of Secondary Aggregates in Bituminous Mixtures G. Airey, A. Collop, N. Thom, S. Zoorob, A. Shiratori

Preliminary Investigation of a Test Method to Evaluate Bond Strength of Bituminous Tack Coats G. Sholar, G. Page, J. Musselman, P. Upshaw, H. Moseley

Superpave Design Compaction Effort: Validity of Using Density at the End of Service Life as a Parameter to Define N-Design G. Huber, R.M. Anderson

Hot Mix Asphalt for Airfield Pavements Stanley M. Herrin

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