Guide for Pavement Friction (2009)

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A-1 APPENDIX A BIBLIOGRAPHY

A-2 Abe, H., J.J. Henry, A. Tamai, and J. Wambold, “Measure of Pavement Macrotexture using the CTMeter,” 01-3519, Transportation Research Board (TRB), Washington, D.C. (2000). Agent, K.R., N. Stamatiadis, and S. Jones, “Development of Accident Reduction Factors,” Research Report KTC-96-13, University of Kentucky, Kentucky Transportation Cabinet, Lexington, Kentucky (1996). Airport Surface Friction Tester (ASFT), “Friction Testing 1944-1997,” ASFT website www.asft.se/history.html (2003). Agrawal, S.K., W.E. Meyer, and J.J. Henry, “Measurement of Hydroplaning Potential,” Report No. FHWA-PA-72-6, Pennsylvania Department of Transportation, Harrisburg, Pennsylvania (1977). Al-Qadi, I.L., G.W. Flintsch, D.S. Roosevelt, R. Decker, J.C. Wambold, and W.A. Nixon, “Feasibility of Using Friction Indicators to Improve Winter Maintenance Operations and Mobility,” NCHRP Web Document 53, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2002). American Association of State Highway and Transportation Officials (AASHTO), “Guidelines for Skid Resistant Pavement Design,” Task Force for Pavement Design, AASHTO, Washington, D.C. (1976). AASHTO, “Guide for Design of Pavement Structures,” Joint Task Force on Pavements, AASHTO, Washington, D.C. (1993). AASHTO, “A Policy on Geometric Design of Highways and Streets,” AASHTO Green Book, AASHTO, Washington, D.C. (2001). AASHTO, “Standard Method of Test for Uncompacted Void Content of Coarse Aggregate (as Influenced by Particle Shape, Surface Texture, and Grading,” AASHTO T 326-05, AASHTO, Washington, D.C. (2005). AASHTO, “Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate,” AASHTO T 104-99, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates,” AASHTO T 27-99, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Soundness of Aggregates by Freezing and Thawing,” AASHTO T 103-91, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Aggregate Durability Index,” AASHTO T 210-01, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Surface Frictional Properties Using the British Pendulum Tester,” AASHTO T 278-90, AASHTO, Washington, D.C. (2003).

A-3 AASHTO, “Standard Method of Accelerated Polishing of Aggregates Using the British Wheel,” AASHTO T 279-96, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine,” AASHTO T 96-02, AASHTO, Washington, D.C. (2003). AASHTO, “Standard Method of Test for Uncompacted Void Content of Fine Aggregate,” AASHTO T 304-96, AASHTO, Washington, D.C. (2003). American Concrete Institute (ACI), “Texturing Concrete Pavements,” ACI Materials Journal, ACI, Farmington Hills, Michigan (1988). American Concrete Pavement Association (ACPA), “Concrete Pavement Surface Textures,” Special Report No. SR902P, ACPA, Skokie, Illinois (2000). ACPA, “What's All the Noise About?” Volume 39, No. 1, ACPA, Skokie, Illinois (2003). ACPA, “Concrete Pavement Research & Technology Update,” Number 4.09, ACPA, Skokie, Illinois (2003). ACPA, “Database of State DOT Concrete Paving Practices-Texture Methods,” ACPA website (2003). American Society for Testing and Materials (ASTM), “Standard Test Methods for Measurement of Skid Resistance on Paved Surfaces Using a Passenger Vehicle Diagonal Braking Technique,” ASTM E 503-88, Volume 04.03, ASTM, Philadelphia, Pennsylvania (1989). ASTM, “Standard Practice for Calculating International Friction Index of a Pavement Surface,” ASTM E 1960-98, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Practice for Calculating Pavement Macro-Texture Mean Profile Depth,” ASTM E 1845-01, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2003). ASTM, “Standard Test Method for Friction Coefficient Measurements Between Tire and Pavement Using a Variable Slip Technique,” ASTM E 1859-97, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Specification for a Radial Standard Reference Test Tire,” ASTM E 1136- 93, Volume 04.03, ASTM, Philadelphia, Pennsylvania (1999). ASTM, “Standard Specification for Standard Smooth Tire for Pavement Skid-Resistance Tests,” ASTM E 524-88, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1993). ASTM, “Terminology Relating to Vehicle-Pavement Systems,” ASTM E 867-02a, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2003).

A-4 ASTM, “Standard Test Method for Determining Longitudinal Peak Braking Coefficient of Paved Surfaces Using a Standard Reference Tire,” ASTM E 1337-90, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Test Method for Side Force Friction on Paved Surfaces Using the Mu- Meter,” ASTM E 670-94, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1998). ASTM, “Standard Test Method for Stopping Distance on Paved Surfaces Using a Passenger Vehicle Equipped with Full-Scale Tires,” ASTM E 445-88, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1998). ASTM, “Standard Specification for Standard Rib Tire for Pavement Skid-Resistance Tests,” ASTM E 501-94, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1998). ASTM, “Standard Test Method for Measuring Pavement Macro-Texture Depth Using a Volumetric Technique,” ASTM E 965-96, Volume 04.03, West Conshohocken, Pennsylvania (1998). ASTM, “Standard Test Method for Skid Resistance of Paved Surfaces Using a Full-Scale Tire,” ASTM E 274-97, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1998). ASTM, “Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester,” ASTM E 303-98, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1993). ASTM, “Standard Test Method for Skid Resistance Measurements Using the North Carolina State University Variable-Speed Friction Tester,” ASTM E 707-90, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1993). ASTM, “Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel,” ASTM E 3319-00, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Test Method for Measuring Pavement Surface Frictional Properties Using the Dynamic Friction Tester,” ASTM E 1911-98, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine,” ASTM C 535-01, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1993). ASTM, “Standard Test Method for Determining the Polishability of Bituminous Pavement Surfaces and Specimens by Means of the Penn State Reciprocating Polishing Machine,” ASTM E 1393, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1995). ASTM, “Standard Test Method for Measuring Pavement Macro-Texture Properties Using the Circular Track Meter,” ASTM E 2157-01, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2003).

A-5 ASTM, “Standard Specification for A Size 10 x 4-5 Smooth-Tread Friction Test Tire,” ASTM E 1844-96, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1998). ASTM, “Test Method for Measuring Pavement Texture Drainage Using and Outflow Meter,” ASTM WK 364, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2005). ASTM, “Standard Specification for Special Purpose Smooth-Tread Tire, Operated on Fixed Braking Slip Continuous Friction Measuring Equipment,” ASTM E 1551-93a, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1993). ASTM, “Standard Test Method for Resistance of Coarse Aggregate to Degradation and Abrasion in the Micro-Deval Apparatus,” ASTM D 6928-03, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Guide for Petrographic Examination of Aggregates for Concrete,” ASTM C 295-03, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2005). ASTM, “Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime,” ASTM C 25-99, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Test Methods for Uncompacted Void Content of Fine Aggregate (as Influenced by Particle Shape, Surface Texture, and Grading),” ASTM C 1252-98, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” ASTM C 136-01, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2005). ASTM, “Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine,” ASTM C 131-03, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2005). ASTM, “Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate,” ASTM C 88-99a, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Descriptive Nomenclature for Constituents of Concrete Aggregates,” ASTM C 294-98, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999). ASTM, “Standard Specification for Coarse Aggregate for Bituminous Paving Mixtures,” ASTM D 692-00, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2000). ASTM, “Standard Test Method for Index of Aggregate Particle Shape and Texture,” ASTM D 3398-00, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2000). ASTM, “Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate,” ASTM D 4791-99, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (1999).

A-6 ASTM, “Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate,” ASTM D 5821-01, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2003). ASTM, “Standard Practice for Accelerated Polishing of Aggregates or Pavement Surfaces Using a Small-Wheel, Circular Track Polishing Machine,” ASTM E 660-02, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2003). ASTM, “Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments,” ASTM D 1139-00, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2000). ASTM, “Standard Test Method for Insoluble Residue in Carbonate Aggregates,” ASTM D 3042-03, Volume 04.03, ASTM, West Conshohocken, Pennsylvania (2005). Ananthanarayanan, K., J. Parikh, and S. Munjal, “The Effects of Tire Tread Depth on Friction Numbers of Dense and Open-Graded Surfaces,” Report No. FHWA/MD-86/05, Maryland State Highway Administration, Brooklandville, Maryland (1986). Anderson, D.A., R.S. Huebner, J.R. Reed, J.C. Warner, and J.J. Henry. 1998. Improved Surface Drainage of Pavements, NCHRP Web Document 16, National Cooperative Highway Research Foundation (NCHRP), Washington, D.C. Andresen A. and J.C. Wambold, “Friction Fundamentals, Concepts and Methodology,” TP 13837E, Transportation Development Centre, Canada (1999). Andrey J., B. Mills, and J. Vandermolen, “A Temporary Analysis of Weather-Related Collision Risk for Ottawa, Canada: 1990-1998,” 03-3488, Transportation Research Board (TRB), Washington, D.C. (2003). Anfosso-Ledee, F. and M. Do, “Geometric Descriptors of Road Surface Texture in Relation to Tire/Road Noise,” Transportation Research Board (TRB), Washington, D.C. (2002). Apostolos, J.A., R.N. Doty, B.G. Page, and G.B. Sherman, “California Skid Resistance Studies,” CA-DOT-TL-3126-9-74-10, California Department of Transportation (CALTRANS), Sacramento, California (1974). Ardani A., “PCCP Texturing Methods, Final Report” Report No. CDOT-DTD-R-00-1, Colorado Department of Transportation (CODOT), Denver, Colorado (2000). Arizona Department of Transportation (ADOT), “Governor Hull Unveils Plan to Add Rubberized Asphalt to Majority of Valley Freeway System,” ADOT, Phoenix, Arizona (2002). Arizona Department of Transportation (ADOT), “Adding Rubberized Asphalt to Majority of Valley Freeways,” ADOT, Phoenix, Arizona (2003). Arizona Department of Transportation (ADOT), “Winslow Arizona Sealer/Rejuvenator Pilot Study,” ADOT, Phoenix, Arizona (2001).

A-7 Austroads, “Guidelines for the Management of Road Surface Skid Resistance,” Austroads Publication No. AP-G83/05, Austroads Incorporated, Sydney, Australia (2005). Balmer, G.G. and B.M. Gallaway, “Hydroplaning - How to Reduce It,” Public Roads Volume 47, No.1, Federal Highway Administration (FHWA) Washington, D.C. (1983). Becot, F.X., “Oriented Study of the Tyre/Road Noise Including the Ground Effects,” Report No. F-01-05, Thesis for Chalmers University of Technology (2001). Berge, P.L., K. Travis, and Z. Rado, “A Comparison of Transverse Tined and Longitudinal Diamond Ground Pavement Texturing for Newly Constructed Concrete Pavement,” Transportation Research Board (TRB), Washington, D.C. (2001). Bernhard, R.J., W.D. Thornton, and J. Baumann, “The Effects of Varying the Tire Cap Ply, Sidewall Filler Height and Pavement Surface Texture on Tire/Pavement Noise Generation,” Final Report, SQDH 2003 – 1, The Institute for Safe, Quiet and Durable Highways (ISQDH), Purdue University, West Lafayette, Indiana (2003). Bester, C.J., “The Effect of Road Roughness on Safety,” Transportation Research Board (TRB), Washington, D.C. (2003). Billera, D., B. Schmidt, and W. Miller, “Stop the Whine! Band Noise Level Measurements of Three Highway Pavements,” Committee A1F04 of Transportation Research Board (TRB), Washington, D.C. (1997). Bloem, D.L., “Skid Resistance: The Role of Aggregates and Other Factors,” Circular No. 109, National Sand and Gravel Association, Silver Spring, Maryland (1971). Blue, D.W. and B.T. Kulakowski, “Effects of Horizontal Curve Transition Design on Truck Roll Stability,” Federal Highway Administration (FHWA), Journal of Transportation Engineering, Vol. 117, No. 1, University Park, Pennsylvania (1991). Bransford, T.L., “Analysis of Pavement Slipperiness in Alabama,” Special Technical Publication 530, American Society for Testing and Materials (ASTM), Philadelphia, Pennsylvania (1973). Brown, E.R., P.S. Kandhal, and J. Zhang, “Performance Testing for Hot Mix Asphalt,” NCAT Report No. 01-05, National Center for Asphalt Technology (NCAT), Auburn, Alabama (2001). Brown, E.R., L.A. Cooley, Jr., and D. Hanson, “NCAT Test Track Design, Construction, and Performance,” NCAT Report No. 02-12, National Center for Asphalt Technology (NCAT), Auburn, Alabama (2002). Brown, E.R., B. Powell, R. West, and D. Timm, “Summary of NCAT Test Track Findings,” Volume 4, Number 3 (Spring Issue) Southeastern Superpave Center News, National Center for Asphalt Technology (NCAT), Auburn, Alabama (2005).

A-8 Buch, N.B., R. Lyles, and L. Becker, “Cost Effectiveness of European Demonstration Project: I-75 Detroit,” RC-1381, Michigan Department of Transportation (MDOT), Lansing, Michigan (1999). Burns, J.C., W.C. Meyer, G.F. Hayhoe, and D.L. Ivey, “The Influence of Roadway Surface Discontinuities on Safety (Chapter 5 - Friction Variations),” Transportation Research Board (TRB), Washington, D.C. (1984). Button, J.W., E.G. Fernando, and D.R. Middleton, “Synthesis of Pavement Related to High- Speed Corridors,” Research and Technology Implementation Office, Texas Department of Transportation (TXDOT), Austin, Texas (2004). California Department of Public Works, “A Fact-Finding Study on the Effects of Grooved and Textured Pavements on Motorcyclists,” Assembly Resolution 101, California Department of Public Works (1973). California Department of Transportation (CALTRANS), “California Transportation Journal,” Volume 3, Issue 4, CALTRANS, Sacramento, California (2003). Canadian Strategic Highway Research Program (C-SHRP), “PCC Pavements: Some Findings from US-LTPP and Canadian Case Studies,” Technical Brief #22, C-SHRP, Ottawa, Ontario (2001). Cardon, M.H., G.B. Hickner, R.W. Rothfusz, and L.H.M. Schlos, “Skidding Accidents - Ancillary Papers,” Transportation Research Record 624, Transportation Research Board (TRB), Washington, D.C. (1976). Cathy, T.I., W.C. Burnett, and M.D. Armstrong, “Research on Skid Resistance,” RB114, Department of Highways, Ontario, Canada (1966). Cenek, P.D., N.J. Jamieson, and J.I. Towler, “The Influence of Texture Depth on Skidding Resistance,” Transit New Zealand (1999). Cenek, P.D., S. Fong, and J. Donbavand, “New Zealand's Experience in Applying the International Friction Index to Coarse Textured Road Surfaces,” Transit New Zealand (1998). Chelliah, T., P. Stephanos, M. Shah, and T. Smith, “Developing a Design Policy to Improve Pavement Surface Characteristics,” Paper presented at 82nd Annual Meeting of the Transportation Research Board (TRB), Washington, D.C. (2003). Choubane, B., G.A. Sholar, J.A. Musselman, and G.C. Page, “A Ten-Year Performance Evaluation of Asphalt-Rubber Surface Mixes,” Transportation Research Record 1681, Transportation Research Board (TRB), Washington, D.C. (1999). Correa, A.L. and B. Wong, “Concrete Pavement Rehabilitation: Guide for Diamond Grinding,” Technical Bulletin, Federal Highway Administration (FHWA), Washington, D.C. (2001).

A-9 Costello, S.B., “Researchers Gather Friction Data for Aviation Safety Standards,” ASTM, West Conshohocken, Pennsylvania (2000). Crawford, R.A., D.C. Mahone, S.N. Runkle, and E. Zube, “Surface Treatments, Skid Resistance and Aggregates (6 reports),” Highway Research Record 236, Highway Research Board (HRB), Washington, D.C. (1968). Crouch, L.K., G. Shirley, G. Head, and W.A. Goodwin, “Aggregate Polishing Resistance Pre- Evaluation,” Transportation Research Record 1530, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (1996). Dahir, S.H. and J.J. Henry. 1978. Alternatives for the Optimization of Aggregate and Pavement Properties Related to Friction and Wear Resistance, Report No. FHWA-RD-78- 209, Federal Highway Administration (FHWA), Washington, D.C. (1978). D’Angelo, J., “Superpave and Aggregate Properties: Where Did They Come From?” Office of Technology Applications, Federal Highway Administration (FHWA), Washington, D.C. (1997). Daughaday, H., G.G. Balmer, R. Schonfeld, B.E. Quinn, H. Engja, and J.L. Zable, “Pavement Slipperiness, Roughness, and Condition Evaluation (7 reports),” Highway Research Record 311, Highway Research Board (HRB), Washington, D.C. (1970). Davis, R.M., “Comparison of Surface Characteristics of Hot-Mix Asphalt Pavement Surfaces at the Virginia Smart Road,” Thesis submitted to the faculty of Virginia Polytechnic Institute and State University, Blacksburg, Virginia (2001). Davis, R.M., G.W. Flintsch, I.L. Al-Qadi, and K.K. McGhee, “Effect of Wearing Surface Characteristics on Measured Pavement Skid Resistance and Texture,” Paper presented at 81st Annual Meeting of the Transportation Research Board, Washington, D.C. (2002). DeMoss J., B.J. Landsberger, and M.T. McNerney, “Improving the Acoustical Performance of Porous Asphalt Pavements,” Report No. FHWA/TX-7-2957-1, FHWA/TXDOT, Austin, Texas (1999). Descornet, G. and F. Fuchs, “Concrete Paving Texture,” International Workshop on Noise Reducing Concrete (1992). Descornet, G., F. Fuchs, and R. Buys, “Noise Reducing Concrete Pavements,” Fifth International Conference on Concrete Pavement Design (1993). Dewey, G.R., A.C. Robards, B.T. Armour, and R. Muethel, “Aggregate Wear and Pavement Friction,” Paper presented at Annual Meeting of the Transportation Research Board, Washington, D.C. (2001). Dillard, J.H. and R.A. Alwood, “Providing Skid-Resistant Roads in Virginia,” Volume 26, Association of Asphalt Pavement Technologists (AAPT) Proceedings (1957).

A-10 Dillard, J.H. and D.C. Mahone, “Measuring Road Surface Slipperiness,” Special Technical Publication No. 366, American Society for Testing and Materials (ASTM), Atlantic City, New Jersey (1963). Domenichini, L., “Road Safety and the VERT Project Research Tasks,” University of Florence, Florence, Italy (2001). Doty, R.N., “A Study of the Sand Patch and Outflow Meter Methods of Pavement Surface Texture Measurement,” American Society for Testing and Materials (ASTM), Annual Meeting Symposium on Surface Texture (1974). Dougan, C.E., “Wet-Weather High-Hazard Locations Identification and Evaluation,” Final Report, 403-F-79-4, Connecticut Department of Transportation, Hartford, Connecticut (1979). Drakoupoulos, A., T.H. Wenzel, S.F. Shober, and R.B. Schmiedlin, “Crash Experience on Tined and Continuously Ground Portland Cement Concrete Pavements,” Transportation Research Record 1639, Transportation Research Board (TRB), Washington, D.C. (1998). Dunn, J.R., M.J. Giguere, E.K. Graham, M.J. Hart, and L. Ray, “Symposium on Reducing Constraints on Mineral Aggregate Development,” Transportation Research Record 989, Transportation Research Board (TRB), Washington, D.C. (1984). Ehrlich, I.R., A.R. Schaefer, and G.A. Wray, “Parameters Affecting Model-Tire Hydroplaning and Rolling Restoration,” SIT-DL-70-1405, National Aeronautics and Space Administration (NASA), Hoboken, New Jersey (1970). Elsenaar, P.M.W., J. Reichert, R. Sauterey, G.F. Salt, and J.L. Beaton, “Skidding Accidents - Pavement Characteristics,” Transportation Research Record 622, Transportation Research Board (TRB), Washington, D.C. (1977). Emery, J.J., W. Schenk, J.J. Carrick, J.K. Davidson, W.K. MacInnis, and G.J.A. Kennepohl. 1993. “Stone Mastic Asphalt Trials in Ontario,” Transportation Research Record 1427, Transportation Research Board, Washington, D.C. European Commission, “Future Noise Policy,” European Commission, Brussels, Belgium (1996). Finn, F.N. and J.A. Epps, “Correction of Bleeding (Flushing) Surfaces,” Research Report 214-28, Texas Transportation Institute (TTI), College Station, Texas (1981). Farnsworth, E.E. and M.H. Johnson, “Reduction of Wet Pavement Accidents on Los Angeles Metropolitan Freeways,” SAE Mid-year Meeting, California Department of Highways, Sacramento, California (1971). Federal Aviation Administration (FAA), “Measurement, Construction, and Maintenance of Skid-Resistant Airport Pavement Surfaces,” Advisory Circular No. 150/5320-12C, FAA, Washington, D.C. (2004).

A-11 Federal Highway Administration (FHWA), “Texturing and Skid Resistance of Concrete Pavements and Bridge Decks,” Technical Advisory T 5140.10, FHWA, Washington, D.C. (1979). FHWA, “Skid Accident Reduction Program,” Technical Advisory T 5040.17, FHWA, Washington, D.C. (1980). FHWA, “Surface Texture for Asphalt and Concrete Pavements,” Technical Advisory T 5040.36, FHWA, Washington, D.C. (2005). FHWA, “Open-Graded Friction Courses,” Technical Advisory T 5040.31, FHWA Office of Pavement Technology, Washington, D.C. (1990). FHWA, “PCC Surface Texture Technical Working Group Findings,” FHWA, Washington, D.C. (1996). FHWA, Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways: 2003 Edition, FHWA, Washington, D.C. (2004). Ferrara, T.C., J.P. Mahoney, and J.A. Epps, “Skid Resistance of Different Gravel Surfaces in District 25,”214-24, Texas State Dept. of Highways and Public Transportation, College Station, Texas (1981). Fitzpatrick, K., P. Carlson, M.A. Brewer, M.D. Wooldridge, and S. Miaoud, ”Design Speed, Operating Speed, and Posted Speed Practices,” NCHRP Report 504, National Cooperative Highway Research Foundation (NCHRP), Washington, D.C. (2003). Flintsch G W, E. De Leon, K.K. McGhee, and I.L. Al-Qadi, “Pavement Surface Macrotexture Measurement and Application,” Transportation Research Board (TRB), Washington, D.C. (2003). Flintsch, G.W., I.L. Al-Qadi, R. Davis, and K.K. McGhee, “Effect of HMA Properties on Pavement Surface Characteristics,” Proceedings of the Pavement Evaluation 2002 Conference, Roanoke, Virginia. Folliard, K.J. and K.D. Smith, “Aggregate Tests for Portland Cement Concrete Pavements: Review and Recommendations,” September edition (No. 281) of NCHRP Research Results Digest, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2003). Foster, C.R., “The Effect of Voids in Mineral Aggregate on Pavement Performance,” National Asphalt Pavement Association (NAPA) (1986). Frye, D.J., “Sandstone Aggregate Sprinkle Treatment Surface,” 611-1, Texas State Dept. of Highways and Public Transportation, San Antonio, Texas (1975).

A-12 Frye, D.J., “Heater Scarifier Recycling of Limestone Rock Asphalt Pavement and Sandstone Sprinkle Treatment,” 618-3, Texas State Dept. of Highways and Public Transportation, D'Harris, Texas (1976). Frye, D.J., “Experimental Pavement Surface Improvement Using Heater Planer Sprinkle Treatment With Sandstone Aggregate on I.H. 10 West San Antonio, Texas,” 618-2, Texas State Dept. of Highways and Public Transportation, San Antonio, Texas (1976). Frye, D.J., “Lightweight Aggregate Sprinkle Treatment Surface,” 612-1, Texas State Dept. of Highways and Public Transportation, Medina County, Texas (1975). Galloway, B.M. et al., “Tentative Pavement and Geometric Design Criteria For Minimizing Hydroplaning,” Report No.FHWA-RD-75-11, Federal Highway Administration (FHWA), Washington D.C. (1975). Gallaway, B.M., D.L. Ivey, G. Hayes, W.B. Ledbetter, R.M. Olson, and D.L. Woods, “Pavement and Geometric Design Criteria For Minimizing Hydroplaning,” FHWA-RD-79- 31, Federal Highway Administration (FHWA), Washington, D.C. (1979). Gallaway, B.M., “Use and Effect of Fillers in Asphalt Paving Mixtures,” Texas Transportation Institute (TTI), Texas A&M University, College Station, Texas (1982). Gallaway, B.M., “Suggested Guides For Use of Lightweight Aggregates in Plant Mixed Asphalt Paving Materials,” Texas State Department of Highways and Public Transportation, College Station, Texas (1980). Gallaway, B.M., “Uniroyal-Goodrich “30” Surface Special Specification Guides,” Mario Herrera (President) Uniroyal Proving Grounds, Laredo Proving Grounds - Hirsch Field (1987). Gallaway, B.M., “Goodyear Tire and Rubber Company: Specifications for “30” Surface,” Goodyear Tire and Rubber Company, Bryan, Texas (1990). Gallaway, B.M., D.A. Bass, K.W. Fults, and C.H. Little, “Open Graded Friction Courses in Texas - Specifications, Design, Construction and Maintenance,” Texas Transportation Institute (TTI), Texas A&M University, College Station, Texas (1986). Gallaway, B.M., J.W. Button, R.L. Lytton, and O.J. Pendleton, “Wet Weather Exposure Measures,” RF-84-796, Texas Transportation Institute - Texas A&M, College Station, Texas (1984). Gandhi, P.M., B. Colucci, and S.P. Gandhi, “Polishing of Aggregates and Wet-Weather Accident Rates for Flexible Pavements,” Transportation Research Record 1300, Transportation Research Board (TRB), Washington, D.C. (1991). Gillespie, T.D., Fundamentals of Vehicle Dynamics, Society of Automotive Engineers (SAE), Warrendale, Pennsylvania (1992).

A-13 Glennon, J.C., “A Determination Framework for Wet Weather Speed Limits,” Criterion Press (1971). Glennon, J.C., “Roadway Defects and Tort Liability,” Lawyers & Judges Publishing Company, Inc., Tucson, Arizona (1996). Gray, J.E. and F.A. Renninger, “The Skid-Resistant Properties of Carbonate Aggregates,” Record No.120,p18, Highway Research Board (1966). Grealy, P.J. and W.R. McShane, “Tire-Pavement Noise: An Investigation of its Importance in Mitigating Highway Noise Impacts” Paper presented at 77th Annual Meeting of the Transportation Research Board, Washington, D.C. (1998). Hall, J.W., “Deterioration of Skid Resistance,” Research Paper for CE 684, Auburn University, Auburn, Alabama (1989). Halstead, W.J., “Criteria for Use of Asphalt Friction Surfaces,”104, American Association of State Highway and Transportation Officials (FHA), Charlottesville, Virginia (1983). Hankins, K.D. and J.P. Underwood, “Two Aids For Field Personnel in Reducing Skidding Accidents,” 135-7F, Texas State Dept. of Highways and Public Transportation, Austin, Texas (1975). Hanson, D.I. and B.D. Prowell, “Evaluation of Circular Texture Meter for Measuring Surface Texture of Pavements,” NCAT Report No. 04-05, National Center for Asphalt Technology (NCAT), Auburn, Alabama (2004). Hanson, D.I. and B. Waller, “Evaluation of the Noise Characteristics of Minnesota Pavements,” Minnesota Department of Transportation (MNDOT), St. Paul, Minnesota (2005). Harm, E.E. and C.S. Hughes, “Paving Specifications and Inspection Related to Pavement Performance,” Volume 58, Association of Asphalt Paving Technologists (AAPT), Nashville, Tennessee (1989). Harmelink, D., “Stone Mastic Asphalt in Colorado,” Report No. CDOT-DTD-R-2001-1, Colorado Department of Transportation (CDOT), Denver, Colorado (2001). Hayes, G.G., D.L. Ivey, and B.M. Gallaway, “Hydroplaning, Hydrodynamic Drag, and Vehicle Stability,” Special Technical Publication 793, American Society for Testing and Materials (ASTM), Philadelphia, Pennsylvania (1983). Henry, J.J., “Evaluation of Pavement Friction Characteristics,” NCHRP Synthesis 291, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2000). Henry, J.J., J.L. Burchett, R.L. Rizenbergs, and S.K. Agrawal, “Interaction Between Vehicles and Pavement Surfaces,” Transportation Research Record 788, Transportation Research Board (TRB), Washington, D.C. (1980).

A-14 Herman, L.A. and J.M. Withers, “Effectiveness of Tire/Road Noise Abatement Through Surface Retexturing by Diamond Grinding for Project SUM-76-15.40,” Final Report, Ohio Department of Transportation (ODOT) District 4, Athens, Ohio (2005). Hight, P.V., J.B. Wheeler, and T.J. Reust, “The Effects of Right Side Water Drag on Vehicle Dynamics and Accident Causation,” 900105, SAE, The Engineering Society for Advancing Mobility Land Sea Air And Space, Warrendale, Pennsylvania (1990). Highway Environment Branch, “Revised Policy for Mitigating the Effects of Traffic Noise from Freeways and Expressways,” Ministry of Transportation and Highway, Victoria, British Columbia, Canada (1993). Highway Innovative Technology Evaluation Center (HITEC), Evaluations—Italgrip System, Civil Engineering Research Foundation (CERF) HITEC website (www.cerf.org/hitec/evals.htm), Washington D.C. (2003). Highways Agency (HA), Design Manual for Roads and Bridges, Volume 7, HD 28, “Skid Resistance,” Department for Transport, London, United Kingdom (2004). Hill, R., N. Peterson, M. Santesson, M. Uchanski, and J.K. Hedrick, “Tire-Road Friction Estimation” His, A. and G. Magnusson, “The Significance of Various Road Surface Properties for Traffic and Surroundings,” VIT Notat 71A-2000, Swedish National Road and Transport Research Institute (2000). Hoerner, T.E., K.D. Smith, R.M. Larson, and M.E. Swanlund, “Current Practice of PCC Pavement Texturing,” Paper presented at 82nd Annual Meeting of the Transportation Research Board, Washington, D.C. (2003). Hoerner, T.E. and K.D. Smith, High Performance Concrete Pavement: Pavement Texturing and Tire-Pavement Noise, Report No. FHWA-IF-02-020, Federal Highway Administration (FHWA), Washington, D.C. (2002). Holmgreen, R.J., Jr., J.A. Epps, C.H. Hughes, and B.M. Gallaway, “Field Evaluation of the Texas Seal Coat Design Method,” Association of Asphalt Paving Technologists Meeting Presentation, College Station, Texas (1985). Horne, W.B., “Traction Performance of New (E524) and Old (E249) ASTM Smooth Tread Test Tires on Several Wet and Dry Pavements,” NASA Langley Research Center (1975) Hosking, J.R., “Aggregates for Skid-Resistant Roads,” ISSN 0305-1293, Dept. of the Environment, Transport and Road Research Laboratory, Crowthorne, Berkshire, U.K. (1976). Howe, R.H, “Classification of Aggregates by the Skid Resistance of Bituminous Concrete Pavements: The PennDOT SRL System,” Pennsylvania Department of Transportation (1975).

A-15 Huft, D.L., I. Her, J.J. Henry, J.C. Wambold, and S.K. Agrawal, “Surface Properties - Vehicle Interaction,” Transportation Research Record 1000, Transportation Research Board (TRB), Washington, D.C. (1984). Hunt, L., “Millabrading Test Evaluation,” Report No. FHWA-OR-RD-00-02, Oregon Department of Transportation (ODOT), Salem, Oregon (1999). Hunt, E.A., “Crumb Rubber Modified Asphalt Concrete in Oregon,” Report No. FHWA-OR- RD-02-13, Oregon Department of Transportation (ODOT), Salem, Oregon (2002). Hyman, T. and S. Hakkert, “A Road Friction Survey and Study of Skidding Accidents in Israel,”Publication no. 73/9, Road Safety Centre, Israel Ministry of Transport, Haifa, Israel (1973) Hutchinson, J.W., “Skid Resistance, A Summary,” International Bridge, Tunnel & Turnpike Association, New Orleans, Louisiana (1969). Ihs, A. and G. Magnusson, “The Significance of Various Road Surface Properties for Traffic and Surroundings,” VTI Report No. 71A-2000, Swedish National Road and Transport Research Institute (VTI), Linkoping, Sweden (2000). Ingulstad, A., “New Friction Measuring Device for Safer Driving During Winter,” No 2, 2000, Nordic Road & Transport Research (2000). D.L. Ivey, L.I. Griffin, T.M. Newton, K.D. Hankins, C.W. Blumentritt, and R.L. Lytton, “Development of a Wet Weather Safety Index,” Research Report 221-1F, Texas Transportation Institute (TTI), College Station, Texas (1977). Ivey, D.L., L.I. Griffin III, J.R. Lock, “Proposed Program to Reduce Skid Initiated Accidents in Texas,” 9100, The Texas State Department of Highways and Public Transportation, Austin, Texas (1990). Ivey, D.L., L.I. Griffin III, J.R. Lock, and D.L. Bullard, “Texas Skid Initiated Accident Reduction Program,” Final Report, Research Report 910-1F, TTI: 2-18-89/910, TX-92/910- 1F, Texas Department of Transportation, Austin, Texas (1992). Ivey, D.L., W.B. Horne, R.D. Tonda, M.S. Janoff, and R.M. Wee, “Pavement Roughness and Skid Resistance,” Transportation Research Record 1084, Transportation Research Board (TRB), Washington, D.C. (1986). Jackson, N.M., B. Choubane, and J.A. Musselman, “A Review of Friction Testing in Florida,” Pavement Evaluation Conference, Roanoke, Virginia (2002). Jackson, N.M., B. Choubane, and J.A. Musselman, “A Preliminary Evaluation of FC-5 and FC-6 Friction Courses in Florida,” Pavement Evaluation Conference, Roanoke, Virginia (2002).

A-16 Jaeckel, J., A. Satanovsky, D.A. Kuemmel, R.C. Sonntag, and Y.Z. Becker, “Noise Issues of Concrete Pavement Texturing,” Paper presented at 79th Annual Meeting of the Transportation Research Board, Washington, D.C. (2000). Janson, B.N. and E. Karimkhani, “Cost Effectiveness of Infrastructure Improvement versus Behavioral Programs to Reduce Traffic Accidents,” Transportation Research Board (TRB), Washington, D.C. (2001). Jayawickrama, P.W., R. Prasanna, and S.P. Senadheera, “Survey of State Practices to Control Skid Resistance on Hot-Mix Asphalt Concrete Pavements,” Transportation Research Record 1536, Transportation Research Board (TRB), Washington, D.C. (1996). Jones, W., “Highway Noise Control with HMA,” Asphalt Institute (2002) Kalb, M.R. and P.J. Willing, “Summary of Statewide Skid Resistance Surveys 1972 New Construction and Resurfacing Program,” Project No. 3.3, Maryland State Highway Administration, Brookland, Maryland (1973). Kandhal, P.S., G.W. Maupin, Jr., T.W. Kennedy, and A.S. Adedimila, “Bituminous Materials and Skid Resistance,” Transportation Research Record 712, Transportation Research Board (TRB), Washington, D.C. (1979). Kandhal, P.S. and R.B. Mallick, “Open-Graded Asphalt Friction Course: State of the Practice,” NCAT Report No. 98-7, National Center for Asphalt Technology (NCAT), Auburn, Alabama (1998). Kandhal, P.S. and R.B. Mallick, “Design of New-Generation Open-Graded Friction Courses,” NCAT Report No. 99-3, National Center for Asphalt Technology (NCAT), Auburn, Alabama (1999). Kandhal, P.S. and E.A. Bishara, “Evaluation of Limestone Coarse Aggregate in Asphalt Concrete Wearing Courses - Phase II,”IR-92-03, National Center for Asphalt Technology (NCAT), Auburn University, Alabama (1992). Kandhal, P.S., F. Parker Jr., and R.B. Mallick, Aggregate Tests for Hot Mix Asphalt: State of the Practice, NCAT Report No. 97-6, National Center for Asphalt Technology (NCAT), Auburn, Alabama (1997). Kandhal, P.S. and F. Parker Jr., “Aggregate Tests Related to Asphalt Concrete Performance in Pavements,” NCHRP Report 405, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (1998). Karr, J.I., “Evaluation of Minor Improvements (Part 8), Grooved Pavements,” CA-HY-TR- 2151-4-71-00, California Division of Highways, Sacramento, California (1972). Kazmierowski, T.J. and A. Bradbury, “Ten-Year Evaluation of a Concrete Pavement Rehabilitation Project in Ontario,” Paper presented at 78th Annual Meeting of the Transportation Research Board, Washington, D.C. (1999).

A-17 Kentucky Transportation Center, “Kentucky Traffic Collision Facts 2000,” University of Kentucky, Lexington, Kentucky (2000). Kuemmel, D.A., J.R. Jaeckel, A. Satanovsky, S.F. Shober, and R.B. Schmiedlin, “Impacts Related to Pavement Texture Selection,” Report Number WI/SPR-06-96, Wisconsin Department of Transportation, Madison, Wisconsin (1997). Kuemmel, D.A., J.R. Jaeckel, and A. Satanovsky, Investigative Study of the Italgrip System: Noise Analysis, Report No. WI/SPR-02-00, Wisconsin Department of Transportation, Madison, Wisconsin (2000). Kuemmel, D.A., R.C. Sonntag, J. Crovetti, and Y. Becker, “Noise and Texture on PCC Pavements: Results of a Multi-State Study,” Final Report No. WI/SPR-08-99, Wisconsin Department of Transportation, Madison, Wisconsin (2000). Kuennen T, “Asphalt Rubber Makes a Quiet Comeback,” May issue of Better Roads magazine (2004). Kuennen T, “America’s Quest for Premium Aggregates,” August issue of Better Roads magazine (2004). Kuennen T, “Polymers Add Performance to Asphalt Emulsions,” November issue of Better Roads magazine (2004). Kulakowski, B.T., J.C. Wambold, C.E. Antle, C. Lin, and J.M. Mason, “Development of a Methodology to Identify and Correct Slippery Pavements,” FHWA-PA90-002+88-06, The Pennsylvania Transportation Institute, State College, Pennsylvania (1990). LaForce, R. and J. Schlaefer, “Noise and Skid Measurements on US 285 in the Turkey Creek Canyon Area, Project NH 2854-068,” CDOT R1-R-2001-9, CO DOT (2001). Larson, R. M., “Using Friction and Texture Data to Reduce Traffic Fatalities, Serious Injuries, and Traffic Delays,” Paper presented at International Conference on Surface Friction for Roads and Runways, Christchurch, New Zealand (2005). Larson, R.M., “Consideration of Tire/Pavement Friction/Texture Effects on Pavement Structural Design and Materials Mix Design,” Federal Highway Administration, Office of Pavement Technology, Washington, D.C. (1999). Larson, R., L. Scofield, and J. Sorenson, “Pavement Functional Surface Characteristics,” Paper presented at 5th Symposium of Pavement Surface Characteristics, Toronto, Ontario Canada (2004). Li, S. and K. Zhu, “Upgrading the INDOT Pavement Friction Testing Program,” Final Report, Report No. FHWA/IN/JTRP-2003/23, Indiana Department of Transportation (INDOT), Indianapolis, Indiana (2003). Liang, R.Y. 2003. “Blending Proportions of High Skid and Low Skid Aggregate,” Final Report prepared for Ohio Department of Transportation (ODOT), Columbus, Ohio (2003).

A-18 Liang, R.Y. and L.L. Chyi, “Polishing And Friction Characteristics Of Aggregates Produced in Ohio,” Report No. FHWA/OH-2000/001, Ohio Department of Transportation, Columbus, Ohio (2000). Mahone, D.C. and S.N. Runkle, “Pavement Friction Needs,” Highway Research Record 396, Highway Research Board, Washington D.C. (1972). Mahone, D.C. and C. Sherwood, “The Effect of Aggregate Type and Mix Design on the Wet Skid Resistance of Bituminous Pavement: Recommendations for Virginia’s Wet Accident Reduction Program,” VTRC Report No. 96-R10, Virginia Department of Transportation (VDOT), Richmond, Virginia (1995). Mahone, D.C., C. Sherwood, “Virginia's Wet Accident Reduction Program: A User's Manual,” Virginia Transportation Research Council, Charlottesville, Virginia (1996). Manglorkar, D., P.S. Kandhal, F. Parker, Jr., “Evaluation of Limestone Coarse Aggregate in Asphalt Concrete Wearing Courses,” Project No. 2019-10, Alabama DOT, Bureau of Research and Development, Auburn University, Auburn, Alabama (1993). Martinez, J.E., “Effects of Pavement Grooving on Friction, Braking, and Vehicle Control,” Transportation Research Record 633, Transportation Research Board, Washington, D.C. (1977). McDaniel, R.S. and B.J. Coree, “Identification of Laboratory Techniques to Optimize SuperPave HMA Surface Friction Characteristis,” Phase I Final Report, SQDH 2003-6, HL 2003-19, Institute for Safe, Quiet, and Durable Highways (ISQDH), Purdue University, West Lafayette, Indiana (2003). McGhee, K.K. and G.W. Flintsch, “High Speed Texture Measurement of Pavements,” Final Report, Report No. VTRC 03-R9, Virginia Transportation Research Council (VTRC), Charlottesville, Virginia (2003). McNeal, A.F., “A Summary of the Illinois Skid-Accident Reduction Program 1989-1994,” Physical Research Report No. 119, Bureau of Materials and Physical Research, Illinois Department of Transportation, Springfield, Illinois (1995). McNerney, M.T, B.J. Landsberger, T. Turen, and A. Pandelides, “Comparative Field Measurements of Tire/Pavement Noise of Selected Texas Pavements,” Report No. FHWA/TX-7-2957-2, Texas Department of Transportation (TXDOT), Austin, Texas (2000). McNerney, M.T., B.J. Landsberger, S. Burcsak, J. DeMoss, and W.H Yeo, “Feasibility of Using Quiet Pavement Technology To Attenuate Traffic Noise In Texas,” Report No. 7- 2957-3, Texas Department of Transportation, Austin, Texas (2001).

A-19 Meegoda, J.N., C.H. Hettiarachchi, G.M. Rowe, N. Bandara, and M.J. Sharrock, “Correlation of Surface Texture, Segregation, and Measurement of Air Voids,” Final Report prepared for New Jersey Department of Transportation (NJDOT), Trenton, New Jersey (2002). Mergenmeier, A.J., “Stone Matrix Asphalt—VDOT’s Initiative for Longer Lasting Roads,” Paper Presented at Annual Meeting of Southeastern Association of State Highway and Transportation Officials (SASHTO) held in Norfolk, Virginia (2004). Minnesota Pollution Control Agency, “A Guide to Noise Control in Minnesota,” Minnesota Pollution Control Agency, St. Paul, Minnesota (1999). Mitchell, J.C., “Evaluation of Aggregate Substitutions to Improve Wear Characteristics of Bituminous Concrete,” FHWA/MD-88/09, Maryland State Highway Administration, Brooklandville, Maryland (1988). Mitchell, J.C., M.I. Phillips, and G.N. Shah, “Seasonal Variation of Friction Numbers,” FHWA/MD-86/02, Maryland State Highway Administration, Brooklandville, Maryland (1986). Mockenstrum, E.M., B.T. Kulakowski, and N.M. Hawk, “Measurement and Evaluation of Roadside Noise Generated by Transit Buses,” The Institute for Safe, Quiet, and Durable Highways (ISQDH), Purdue University, West Lafayette, Indiana (2002). Moore, L.M., R.G. Hicks, and D.F. Rogge, “Design, Construction, and Maintenance Guidelines for Porous Asphalt Pavements,” Paper presented at 80th Annual Meeting of the Transportation Research Board, Washington, D.C. (2001). National Asphalt Pavement Association (NAPA) and Federal Highway Administration (FHWA), “Thin Hot Mix Asphalt Surfacings,” Information Series 110, NAPA, Lanham, Maryland (1995). National Asphalt Pavement Association (NAPA) and Federal Highway Administration (FHWA), “HMA Pavement Mix Type Selection Guide,” Information Series 128, NAPA, Lanham, Maryland, FHWA, Washington, D.C. (2001). National Highway Institute (NHI), Techniques for Pavement Rehabilitation—A Training Course, Participant’s Manual, Federal Highway Administration (FHWA), Washington, D.C. (1998). National Highway Traffic Safety Administration (NHTSA), “Report to Congress: Update on the Status of Splash and Spray Suppression Technology for Large Trucks,” NHTSA, Washington, D.C. (1998). National Highway Traffic Safety Administration (NHTSA), Traffic Safety Facts 2003 – A Compilation of Motor Vehicle Crash Data from the Fatality Analysis Reporting System and the General Estimates System, NHTSA website (http://www-nrd.nhtsa.dot.gov.) (2004).

A-20 Neal, B.F., “An Evaluation of PCC Pavement Tine Texturing Patterns,” Report No. FHWA/CA-TL-85/05, California Department of Transportation (CALTRANS), Sacramento, California (1985). Neal, B.F., D.E. Peck, J.H. Woodstrom, and D.L. Spellman, “Surface Textures for PCC Pavements,” Report No. FHWA-CA-TL-78-14, California Department of Transportation (CALTRANS), Sacramento, California (1978). Neal, B.F., R.J. Spring, J.H. Woodstrom, and D.L. Spellman, “Pavement Texture Quality Investigation,” Report No. CA-DOT-TL-3126-10-75-07, California Department of Transportation (CALTRANS), Sacramento, California (1975). Neeley, B.R., “Sprinkle Treatment in Wharton County, Texas,” 612-2, Texas State Department of Highways and Public Transportation, Yoakum, Texas (1978). Nejad, E., “A Study to Identify Hydroplaning Accidents,”TSD-330-77, Michigan State Highway Commission, Lansing, Michigan (1976). Nelson, P.M. and S.M. Phillips, “Quieter Road Surfaces,” TRL Annual Review, Transport Research Laboratory (TRL), London, England (1997). Newcomb, D. and L. Scofield, “Quiet Pavements Raise the Roof in Europe: Scanning Tour Reveals European Practice for Noise Mitigation,” September/October edition of Hot Mix Asphalt Technology (2004). Noyce, D. A., H. U. Bahia, J. M. Yambó, and G. Kim, “Incorporating Road Safety into Pavement Management: Maximizing Asphalt Pavement Surface Friction for Road Safety Improvements,” Draft Literature Review and State Surveys, Midwest Regional University Transportation Center (MRUTC), Traffic Operations and Safety (TOPS) Laboratory, Madison, Wisconsin (2005). Ohio Department of Transportation (ODOT), “Pavement Preventive Maintenance Program Guidelines,” ODOT Office of Pavement Engineering, Columbus, Ohio (2001). Ong, G.P. and T.F. Fwa. 2006. “Transverse Pavement Grooving Against Hydroplaning I: Simulation Model,” Journal of Transportation Engineering, Volume 132, Number 6, American Society of Civil Engineers (ASCE), Reston, Virginia. Oregon Department of Transportation (ODOT), “Safety Priority Index System,” ODOT, Salem, Oregon (2003). Oregon Department of Transportation (ODOT), “Project Safety Management System - Annual Report 2000,” ODOT, Salem, Oregon (2000). Page, B.G. and L.F. Butas, “Evaluation of Friction Requirements for California State Highways in Terms of Highway Geometrics,” Report No. FHWA/CA/TL 86/01, Federal Highway Administration (FHWA), Washington, D.C. (1986).

A-21 Parsons Brinkerhoff Quade and Douglas, Inc., “Roadway Pavement Grinding Noise Study,” Final Report, Utah Department of Transportation (UDOT), Salt Lake City, Utah (2000). Parsons Brinkerhoff Quade and Douglas, Inc., “Report on Tire Noise Along Interstate Route I-95 In The Town of Harrison, New York,” New York State Thruway Authority, Albany, New York (2001). Permanent International Association of Road Congresses (PIARC), “Report of the Committee on Surface Characteristics,” Proceedings of the 18th World Road Congress, Brussels, Belgium (1987). Permanent International Association of Road Congresses (PIARC), International PIARC Experiment to Compare and Harmonize Texture and Skid Resistance Measurements, Report No. AIPCR-01.040.T, PIARC, Brussels, Belgium (1995). Phillips, S.M., S. Kollamthodi, and P.A. Morgan, “Classification of Low Noise Road Surfacings,” Internoise 2001, United Kingdom (2001). Phillips, S.M., A.R. Parry and B.W. Ferne, “Monitoring the Safety and Environmental Performance of Road Surfaces,” PIARC XXIst World Road Congress (1999). Prowell, B.D, J. Zhang, and E.R. Brown, “Aggregate Properties and the Performance of Superpave-Designed Hot Mix Asphalt,” NCHRP Report 539, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2005). Purushothaman, N. and J.T. Tielking, “A Fundamental Study on Sliding Friction,” Paper presented at the 8th Annual Meeting of the Tire Society, Akron, Ohio (1989). Radt, H.S. and W.F. Milliken, Motions of Skidding Automobiles, Paper No. 600133 (205A), Society of Automotive Engineers (SAE), Warrendale, Pennsylvania (1960). Rao, S., H.T. Yu, and M.I. Darter, “The Longevity and Performance of Diamond-Ground Pavements,” R&D Bulletin RD118, Portland Cement Association (PCA), Skokie, Illinois (1999). Rizenbergs, R.L.., J.L. Burchett, and C.T. Napier, “Skid Resistance of Pavements,” Report No. KYHPR-64-24, Part II, Kentucky Department of Highways, Lexington, Kentucky (1972). Rizenbergs, R.L., J.L. Burchett, C.T. Napier, and J.A. Deacon, “Accidents on Rural Interstate and Parkway Roads and Their Relation to Pavement Friction,” Transportation Research Record 584, Transportation Research Board (TRB). Washington, D.C. (1976). Roads and Bridges, “A Texture Message,” September Issue of Roads and Bridges Magazine (2005).

A-22 Roe, P.G., A.R. Parry, and H.E. Viner, “High and Low Speed Skidding Resistance: The Influence of Texture Depth,” TRL Report No. 367, Transport Research Laboratory (TRL), London, United Kingdom (1998). Ryell, J., J.J. Hajek, and G.R. Musgrove, “Concrete Pavement Surface Textures in Ontario: Development, Testing, and Performance,” Paper presented at Annual Meeting of the Transportation Research Board, Washington, D.C. (1976). Saeed, A. and J. Hall, “Accelerated Pavement Testing: Data Guidelines,” NCHRP Report 512, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2003). Saad, Z., D.A. Kuemmel, K. Ropella, Y.Z. Becker, J.R. Jaeckel, A. Satanovsky, “Design of Randomized Tining Rake for PCC Pavements Using Spectral Analysis,” Paper presented at 79th Annual Meeting of the Transportation Research Board (TRB), Washington, D.C. (2000). Sandburg, U., “Influence of Road Surface Texture on Traffic Characteristics Related to Environment, Economy, and Safety: A State-of-the-Art Study Regarding Measures and Measuring Methods,” VTI Report 53A-1997, Swedish National Road Administration, Borlange, Sweden (1998). Sandberg, U. and J.A. Ejsmont, “Texturing of Cement Concrete Pavements to Reduce Traffic Noise Emission,” Paper presented at 77th Annual Meeting of the Transportation Research Board (TRB), Washington, DC (1998) Sandburg, U. and J.A. Ejsmont, Tyre/Road Noise Reference Book, ISBN 91-631-2610-9, Informex, Kisa, Sweden (2002). Schmiedlin, R.B. and D. Bischoff, “Stone Matrix Asphalt: The Wisconsin Experience,” Report No. WI/SPR-02-02, Wisconsin Department of Transportation (WisDOT), Madison, Wisconsin (2002). Schmitt, R.L., A.S. Hanna, J.S. Russell, and E.V. Nordheim, “Pavement Density Measurement Comparative Analysis using Core and Nuclear Methods,” University of Wisconsin - Dept. of Civil and Environmental Engineering, Madison, Wisconsin (1996). Schulze, K.H., A. Gerbaldi, J. Chavet, L.H.M. Schlosser, and L.W. Hath, “Skidding Accidents - Wet-Weather Accident Experience, Human Factors, and Legal Aspects,” Transportation Research Record 623, Transportation Research Board (TRB), Washington, D.C. (1976). Shuler, T.S., “Performance of Polymer Modified Chip Seals,” Report No. FHWA-HPR-NM- 87-02, New Mexico State Highway and Transportation Dept., Santa Fe, New Mexico (1989). Strathman, J.G., K.J. Dueker, J. Zhang, and T. Williams, “Analysis of Design Attributes and Crashes on the Oregon Highway System,” Oregon Department of Transportation (ODOT), Salem, Oregon (2001).

A-23 Strong, J.W., “Increased Skid Resistance Through the Utilization of a Heater-Planer,”618-1, Texas State Dept. of Highways and Public Transportation, Ector & Ward Counties, Texas (1976). Sullivan, B.W., “Development of a Fundamental Skid Resistance Asphalt Mix Design Procedure,” Pavement Management Service, Sydney, Australia (2005). Texas Department of Transportation (TXDOT), “Chapter 5–Wet Weather Accident Reduction Program,” Pavement Design Manual, TXDOT, Austin, Texas (2004). Titus-Glover, L. and S.D. Tayabji, “Assessment of LTPP Friction Data,” Report No. FHWA- RD-99-037, Federal Highway Administration (FHWA), Washington, D.C. (1999). Transit New Zealand, “Notes to the Specifications for Skid Resistance Investigation and Treatment Selection,” TNZ T10 Notes-2002, Transit New Zealand, Christchurch, New Zealand (2002). Transit New Zealand, “Specifications for Skid Resistance Investigation and Treatment Selection,” TNZ T10-2002, Transit New Zealand, Christchurch, New Zealand (2002). Uhlmeyer, J.S., L.M. Pierce, and J.T. Weston, “Novachip®,” Post Construction/Performance Report, Report No. WA-RD 568.1, Washington Department of Transportation (WSDOT), Olympia, Washington (2003). United States Environmental Protection Agency, “Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety,” The U.S. Environmental Protection Agency, Washington, D.C. (1974). United States Federal Government, “Code of Federal Regulations: Procedures for Abatement of Highway Traffic and Construction Noise,” 23CFR 772, Government Printing Office (GPO), Washington, D.C. (1994). United States Federal Government, “Code of Federal Regulations: Design Standards for Highways,” 23 CFR 625, Government Printing Office (GPO), Washington, D.C. (2005). United States Federal Government, “Procedures for Abatement of Highway Traffic Noise and Construction Noise,” Federal Register Volume 65, Number 250, Washington, D.C. (2000). Veith, A.G., “Tire Roads Rainfall Vehicles: The Traction Connection,” ASTM Special Technical Publication Vol. No. 793, American Society for Testing and Materials (ASTM), Philadelphia, Pennsylvania (1983). Viner H., R. Sinhal, and T. Parry, “Review of UK Skid Resistance Policy,” Paper prepared for 5th International Symposium on Pavement Surface Characteristics---Road and Airports, Toronto, Ontario, Canada (2004). VonTress, M., M. Poduru, and F.C. Benson, “Techniques for Analysis of Skid Resistance Data,” Report No. 286-2, Texas State Department of Highways and Public Transportation, Austin, Texas (1979).

A-24 Wade, M., R. DeSombre, and D. Peshkin, “High Volume/High Speed Asphalt Roadway Preventive Maintenance Surface Treatments,” Final Report, Report No. SD99-09, South Dakota Department of Transportation (SDDOT), Pierre, South Dakota (2001). Wallman, C.G. and H. Astrom, “Friction Measurement Methods and the Correlation Between Road Friction and Traffic Safety,” Swedish National Road and Transport Research Institute, VTI Meddelande 911A, Linkoping, Sweden (2001). Washington Asphalt Pavement Association (WAPA), “Asphalt Pavement Guide,” on-line website www.asphaltwa.com (2004). Wayson, R.L., “Relationship Between Pavement Surface Texture and Highway Traffic Noise,” NCHRP Synthesis 268, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (1998). West, T.R. and K.H. Cho, “Development of a Procedure to Identify Aggregates for Bituminous Surfaces in Indiana,” Final Report, Report No. FHWA/IN/JTRP-2000/28, Indiana Department of Transportation (INDOT), Indianapolis, Indiana (2001). Wilson, D. and R. Dunn, “Polishing Aggregates to Equilibrium Skid Resistance,” Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand (no date). Wilson, E.M., “Roadway Safety Tools for Local Agencies,” NCHRP Synthesis 321, National Cooperative Highway Research Program (NCHRP), Washington, D.C. (2003). Woodward, W.D.H., A.R. Woodside, and J.H. Jellie, “Higher PSV and Other Aggregate Properties,” Transport and Road Assessment Centre, University of Ulster, Northern Ireland (no date). Wu, C.L. and M.A. Nagi, “Optimizing Surface Texture of Concrete Pavement,” Research and Development Bulletin RD 111T, Portland Cement Association (PCA), Skokie, Illinois (1995). Wu, Y., F. Parker, and K. Kandhal, Aggregate Toughness/Abrasion Resistance and Durability/Soundness Tests Related to Asphalt Concrete Performance in Pavements, NCAT Report 98-04, National Center for Asphalt Technology (NCAT), Auburn, Alabama (1998). Yager, T.J, J.C. Wambold, J.J. Henry, A. Andresen, and M. Bastian, “Joint Winter Runway Friction Program Accomplishments,” Pavement Evaluation Conference, Roanoke, Virginia (2002). Yaron, R. and S. Nesichi, “Alleviating the Skid Resistance Problem: The Israeli Experience,” Paper presented at First International Conference on Surface Friction: Roads and Runways, Christchurch, New Zealand (2005).

A-25 Zhu K, “Utilizing GIS Technology to Improve INDOT Pavement Friction Data Management and Distribution,” Report No. FHWA/IN/JTRP-2000/9, Indiana Department of Transportation (INDOT), Indianapolis, Indiana (2000). Zimmer, R.A., “Hydroplane and Friction Testing of a Geo Metro, 2 Door, Hatchback,” Report No. 400001-CRS, Texas Transportation Institute (TTI), College Station, Texas (1