Long Term Validation of an Accelerated Polishing Test Procedure for HMA Pavements

[1]  Paul L. Olson,et al.  Parameters Affecting Stopping Sight Distance , 1984 .

[2]  H W Kummer.  Unified theory of rubber and tire friction , 1966 .

[3]  John Wallace Shupe.  A Laboratory Investigation of Factors Affecting the Slipperiness of Bituminous Paving Mixtures , 1958 .

[4]  Glenn A. Fager,et al.  PHYSICAL CHARACTERISTICS OF POLISH RESISTANCE OF SELECTED AGGREGATES , 1991 .

[5]  Bohdan T. Kulakowski,et al.  LIMITATIONS OF USING SKID NUMBER IN ACCIDENT ANALYSIS AND PAVEMENT MANAGEMENT , 1991 .

[6]  Rebecca S McDaniel,et al.  Identification of laboratory techniques to optimize Superpave HMA surface friction characteristics : final report, April 2010. , 2010 .

[7]  J. Neter,et al.  Applied Linear Regression Models , 1983 .

[8]  J. J. Henry,et al.  EVALUATION OF PAVEMENT FRICTION CHARACTERISTICS , 2000 .

[9]  P. Jayawickrama,et al.  Correction of Field Skid Measurements for Seasonal Variations in Texas , 1998 .

[10]  T D Gillespie,et al.  Calibration of response-type road roughness measuring systems , 1980 .

[11]  T Smith,et al.  Developing a design policy to improve pavement surface characteristics , 2002 .

[12]  Arash Rezaei,et al.  Field Evaluation of Asphalt Mixture Skid Resistance and its Relationship to Aggregate Characteristics , 2010 .

[13]  H Tomita.  FRICTION COEFFICIENTS BETWEEN TIRES AND PAVEMENTS SURFACES , 1964 .

[14]  E. Masad,et al.  Predicting Asphalt Mixture Skid Resistance Based on Aggregate Characteristics , 2009 .

[15]  N M Jackson.  EVALUATION OF VARIABLE FRICTION PROPERTIES OF FDOT FRICTION COURSES: PHASE I , 2003 .

[16]  J R Hosking,et al.  Measurement of skidding resistance, part 1: guide to the use of SCRIM , 1976 .

[17]  J C Wambold,et al.  INTERNATIONAL PIARC EXPERIMENT TO COMPARE AND HARMONIZE TEXTURE AND SKID RESISTANCE MEASUREMENT. , 1994 .

[18]  Thomas J. Yager,et al.  MACROTEXTURE AND DRAINAGE MEASUREMENTS ON A VARIETY OF CONCRETE AND ASPHALT SURFACES , 1982 .

[19]  Yasser Hassan,et al.  Preliminary Estimation of Asphalt Pavement Frictional Properties from Superpave Gyratory Specimens and Mix Parameters , 2006 .

[20]  Arash Rezaei,et al.  Development of a Model for Asphalt Pavement Skid Resistance Based on Aggregate Characteristics and Gradation , 2011 .

[21]  Poduru M Gandhi,et al.  POLISHING OF AGGREGATES AND WET-WEATHER ACCIDENT RATES FOR FLEXIBLE PAVEMENTS , 1991 .

[22]  R Y Liang.  BLENDING PROPORTIONS OF HIGH SKID AND LOW SKID AGGREGATE , 2003 .

[23]  F Brillet.  SKID-RESISTANCE OF HIGHWAY PAVEMENTS : ASSESSMENT OF FOURTEEN YEARS OF NATIONAL SKID-RESISTANCE SURVEYING , 1984 .

[24]  Clifford Goodman,et al.  American Society for Testing and Materials , 1988 .

[25]  W E Meyer,et al.  SEASONAL SKID RESISTANCE VARIATIONS , 1979 .

[26]  J C Mitchell,et al.  Seasonal variation of friction numbers , 1986 .

[27]  Douglas J Wilson,et al.  Polishing aggregates to equilibrium skid resistance , 2005 .

[28]  R. Liang.  Continuing investigation of polishing and friction characteristics of limestone aggregates in Ohio , 2009 .

[29]  J. Kuttesch.  Quantifying the Relationship between Skid Resistance and Wet Weather Accidents for Virginia Data , 2004 .

[30]  P. Kandhal,et al.  AGGREGATE TESTS RELATED TO ASPHALT CONCRETE PERFORMANCE IN PAVEMENTS , 1998 .

[31]  Ching-Yao Chan,et al.  Evaluation of Traffic and Environment Effects on Skid Resistance in California , 2010 .

[32]  B G Page,et al.  EVALUATION OF FRICTION REQUIREMENTS FOR CALIFORNIA STATE HIGHWAYS IN TERMS OF HIGHWAY GEOMETRICS. FINAL REPORT , 1986 .

[33]  V. Janoo,et al.  PERFORMANCE TESTING OF HOT-MIX ASPHALT AGGREGATES , 1999 .

[34]  G Delalande.  RESISTANCE DES GRANULATS AU POLISSAGE . METHODE D'ESSAI PAR PROJECTION , 1992 .

[35]  Minh Tan Do,et al.  Full Scale Tests for the Assessment of Wear of Pavement Surfaces , 2003 .

[36]  W E Meyer,et al.  TENTATIVE SKID-RESISTANCE REQUIREMENTS FOR MAIN RURAL HIGHWAYS , 1967 .

[37]  W A Goodwin,et al.  Aggregate Polishing Resistance Pre-Evaluation , 1996 .

[38]  张哉根,et al.  Leu-M , 1991 .

[39]  Minh Tan Do,et al.  Assessment of the Polishing of theAggregate Microtexture by Means of Geometric Parameters , 2002 .

[40]  Ibrahim M. Asi,et al.  Evaluating skid resistance of different asphalt concrete mixes , 2007 .

[41]  Brian D Prowell,et al.  Evaluation of Circular Texture Meter for Measuring Surface Texture of Pavements , 2005 .

[42]  Robert Y. Liang,et al.  POLISHING AND FRICTION CHARACTERISTICS OF AGGREGATES PRODUCED IN OHIO , 2000 .

[43]  Gerardo W. Flintsch,et al.  Pavement Surface Macrotexture Measurement and Application , 2002 .

[44]  G W Flintsch,et al.  Effect of pavement temperature on frictional properties of hot-mix-asphalt pavement surfaces , 2003 .

[45]  D C Colony.  INFLUENCE OF TRAFFIC, SURFACE AGE AND ENVIRONMENT ON SKID NUMBER. FINAL REPORT , 1992 .

[46]  J J Henry,et al.  PREDICTION OF SKID RESISTANCE AS A FUNCTION OF SPEED FROM PAVEMENT TEXTURE MEASUREMENTS , 1978 .

[47]  W Cullen Sherwood,et al.  PREDETERMINING THE POLISH RESISTANCE OF LIMESTONE AGGREGATES , 1970 .

[48]  Gerardo W Flintsch,et al.  Investigation of Short- and Long-Term Variations of Pavement Surface Characteristics at the Virginia Smart Road , 2007 .

[49]  Kevin K McGhee,et al.  High-speed texture measurement of pavements. , 2003 .

[50]  D C Colony.  SKID RESISTANCE OF BITUMINOUS SURFACES IN OHIO , 1984 .

[51]  J R Hosking.  AGGREGATES FOR SKID-RESISTANT ROADS , 1976 .

[52]  Stephen N Runkle,et al.  VARIATIONS IN SKID RESISTANCE OVER TIME , 1980 .

[53]  Angela S Wolters,et al.  Relationship between Skid Resistance Numbers Measured with Ribbed and Smooth Tire and Wet Accident Locations , 2008 .

[54]  R. M. Davis,et al.  Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road , 2001 .