First Name
Last Name
Email (required)
I agree to receive emails from the National Academies (required)

We respect your privacy and will never share your information.

Search this publication

Front Matter i-xii
Report Contents 1-2
1.1 National Roads Authority (NRA). Porous Asphalt in Ireland 3-3
1.2 Decoene, Y. Contribution of Cellulose Fibers to the Performance of Porous Asphalts. Transportation Research Record No. 1265. Transportation Research Board. National Research Council. Washington, D.C. pp 82-86. 1990 4-6
1.3 Isenring, T., H K ster and I. Scazziga. Experiences with Porous Asphalt in Switzerland. Transportation Research Record No. 1265. Transportation Research Board. National Research Council. Washington, D.C. pp 41-53. 1990 7-10
1.4 Ruiz, A., R. Alberola, F. P rez, and B. S nchez. Porous Asphalt Mixtures in Spain. Transportation Research Record No. 1265. Transportation Research Board.National Research Council. Washington, D.C. pp. 87-94. 1990 11-14
1.5 Van Der Zwan, J.T., T. Goeman, H.J.A.J. Gruis, J.H. Swart, and R.H.Oldenburger. "Porous Asphalt Wearing Courses in the Netherlands: State of the Art Review. Transportation Research Record No. 1265. Transportation Research Board.National Research Council. Washington, D.C. pp 95-110. 1990 15-18
1.6 Van Heystraeten, G. and C. Moraux. Ten Years Experience of Porous Asphaltin Belgium. Transportation Research Record No. 1265. Transportation Research Board. National Research Council. Washington, D.C. pp 34-40. 1990 19-20
1.7 Lefebvre, G. Porous Asphalt. Permanent International Association of RoadCongresses. 1993 21-30
1.8 Alderson, A., The Design of Open Graded Asphalt. Australian Asphalt Pavement Association. CR C5151. November 1996 31-36
1.9 Ketcham, S.A., L.D. Minsk, R.B. Blackburn, and E.J. Fleege. Manual ofPractice for an Effective Anti-icing Program. A Guide for Highway Winter Maintenance Personnel. FHWA-RD-95-202. U.S. Department of Transportation. Federal Highway Administration. June 1996 37-48
1.10 Kuennen, T. Open Graded Mixes: Better the second time around . AmericanCity & County, August 1996 49-49
1.11 Tolman, F. and F. van Gorkum, Mechanical Durability of Porous Asphalt, Eurobitume, 1996 50-53
1.12 Santha, L. A Comparison of Modified Open-Graded Friction Courses to Standard Open-Graded Friction Course. FHWA-GA-97-9110. Georgia Department of Transportation. Forest Park, Georgia. April 1997. 54-59
1.13 Tolman, F. and F. van Gorkum. A Model for the Mechanical Durability of Porous Asphalt. European Conference on Porous Asphalt. Madrid. 1997 60-61
1.14 Kandhal, P.S. and R.B. Mallick. Open Graded Asphalt Friction Course: State of Practice. Transportation Research Circular E-C005. Transportation Research Board. Washington, D.C. 1998 62-71
1.15 Watson, D., A. Johnson and D. Jared. Georgia Department of Transportation s Progress in Open-Graded Friction Course Development. Transportation Research Record No: 1616. Transportation Research Board. National Research Council.Washington, D.C. 1998 72-75
1.16 Choubane, B., J. A. Musselman, G. C. Page. Forensic Investigation ofBleeding in Open-Graded Asphalt-Rubber Surface Mixes. TRB 1999 Annual Meeting CD-ROM, Transportation Research Board. National Research Council. Washington,D.C. 1999 76-79
1.17 Rogge, D. and E.A. Hunt. Development of Maintenance Practices for OregonF-Mix Interim Report SPR371. Oregon Department of Transportation. Salem, OR.August 1999 80-81
1.18 Noise-Reducing Pavements for Urban Roads. Danish Road Directorate(DRD). Nordic Road & Transport Research. Volume No. 3. 1999 82-83
1.19 Backstrom, M. Ground Temperature in Porous Pavement During Freezing and Thawing. Journal of Transportation Engineering. American Society of Civil Engineers. Reston, VA. Volume 126, Issue 5, September 2000, pp.375-381 84-84
1.20 Cooley, L. Allen, Jr., E. R. Brown, and D. E. Watson. Evaluation of OGFC Mixtures Containing Cellulose Fibers. Transportation Research Record No: 1723.Transportation Research Board. National Research Council. Washington, D.C. 2000 85-88
1.21 Huber, G., Performance Survey on Open-Graded Friction Course Mixes. Synthesis of Highway Practice 284. National Cooperative Highway Research Program.Transportation Research Board. National Research Council. Washington, D.C. 2000 89-97
1.22 Khalid, H. A. and C. M. Walsh. Relating Mix and Binder Fundamental Properties of Aged Porous Asphalt Materials. 2nd Eurasphalt & Eurobitume Congress.Barcelona, Spain. Book 1. pp 398-405. 2000 98-98
1.23 Mallick, R. B., P.S. Kandhal, L. A. Cooley, Jr., and D. E. Watson. Design,Construction, and Performance of New Generation Open-Graded Friction Courses. NCAT report No. 2000-01. National Center for Asphalt Technology. AuburnUniversity. 2000 99-110
1.24 Molenaar, J.M.M. and A.A.A. Molenaar. An Investigation into the Contribution of the Bituminous Binder to the Resistance to Raveling of Porous Asphalt. 2nd Eurasphalt & Eurobitume Congress. Barcelona, Spain. pp 500-508. 2000 111-112
1.25 Pasetto, M. Porous Asphalt Concretes with Added Microfibres. 2nd Eurasphalt& Eurobitumen Congress. Barcelona, Spain. pp. 438-447. 2000 113-114
1.26 Spillemaeker, P.E., and P. Bauer. Development of 0/6 Porous Asphalt. 2ndEurasphalt & Eurobitume Congress. Barcelona, Spain. Pp. 553-557. 2000 115-115
1.27 Bishop, M. C. and M. F. Oliver. Open Graded Friction Course Pavements In British Columbia. Proceedings of the 46th Annual Conference of the Canadian Technological Asphalt Association. Toronto, Canada. 2001 116-121
1.28 Bolzan, P. E., J. C. Nicholls, G. A. Huber. Searching for Superior Performing Porous Asphalt Wearing Courses. TRB 2001 Annual Meeting CD-ROM.Transportation Research Board. National Research Council. Washington, D.C. 2001 122-133
1.29 Corrigan, S., K. W. Lee and S. A. Cardi. Implementation and Evaluation of Traffic Marking Recesses for Application of Thermoplastic Pavement Markings on Modified Open Graded Friction Course. TRB 2001 Annual Meeting CD-ROM.Transportation Research Board. National Research Council. Washington, D.C. 2001 134-137
1.30 Performance Characteristics of Open-Graded Friction Courses. Massachusetts Highway Department, Pavement Management Section. Boston, MA. February 15,2001. 138-139
1.31 Milne, R. Open-Graded Comes Clean. Asphalt Review. Australian Asphalt Pavement Association. Volume 20, Number 3. pp. 11-12. December 2001 140-140
1.32 Momm, L. and E. M. Filho. Study of the Aggregate for the Pervious Asphalt Concrete. 2nd International Symposium on Maintenance and Rehabilitations of Pavements and Technological Control. Auburn, Alabama. July 29-August 1, 2001 141-142
1.33 Moore, L. M. and R. G Hicks. Design, Construction, and Maintenance Guidelines for Porous Asphalt Pavements. Transportation Research Record No: 1778.Transportation Research Board. National Research Council. Washington, D.C. 2001 143-151
1.34 Abe, T. and Y. Kishi. Development of Low-Noise Pavement Function Recovery Machine. Proceedings of the Ninth International Conference on Asphalt Pavements. Copenhagen, Denmark. August 2002 152-155
1.35 Bendtsen, H., C. B. Nielsen, J.Raaberg, and R.A. Macdonald. Clogging ofPorous Bituminous Surfacings an Investigation in Copenhagen. Danish Road Institute Report 120. Road Directorate, Danish Road Institute. Denmark. June 2002 156-157
1.36 Faghri, M. and M. H. Sadd. Performance Improvement of Open Graded Asphalt Mixes. Report on URI_TC Project No. 536144. October 2002 158-160
1.37 Giuliani, F. Winter Maintenance of Porous Asphalt Pavements. XIth International Winter Road Conference. World Road Association (PIARC). Sapporo,Japan. 2002 161-161
1.38 Greibe, A. P. Porous Asphalt and Safety. Proceedings of the Ninth International Conference on Asphalt Pavements. Copenhagen, Denmark. August2002 162-163
1.39 Iwata, H., T. Watanabe, and T. Saito. Study on the Performance of Porous Asphalt Pavement on Winter Road Surface Conditions. XIth International Winter Road Conference. World Road Association (PIARC). Sapporo, Japan. 2002. 164-166
1.40 Kandhal, P.S. Design, Construction and Maintenance of Open-Graded Asphalt Friction Courses. National Asphalt Pavement Association Information Series 115.May 2002 167-173
1.41 Larsen, L.E. and H. Bendtsen. Noise Reduction with Porous Asphalt Costs and Perceived Effect. Ninth International Conference on Asphalt Pavements. International Society of Asphalt Pavements. Copenhagen, Denmark. 2002 174-176
1.42 Litzka, J. Austrian Experiences with Winter Maintenance on Porous Asphalt. Proceedings of the Ninth International Conference on Asphalt Pavements. Copenhagen, Denmark. August 2002 177-179
1.43 Padmos, C. Over Ten Years Experience with Porous Road Surfaces. Ninth International Conference on Asphalt Pavements. International Society of Asphalt Pavements. Copenhagen, Denmark. 2002 180-180
1.44 Ranieri, Vittorio, Runoff control in porous pavements, Transportation ResearchRecord No: 1789, Transportation Research Board, National Research Council,Washington, D.C. 2002 181-186
1.45 Rogge, D. Development of Maintenance Practices for Oregon F-Mix. Oregon Department of Transportation. FHWA-OR-RD-02-09. Corvallis, Oregon. 2002 187-191
1.46 Flintsch, G. W., E. de Le n, K. K. McGhee, I. L. Al-Qadi. Pavement Surface Macrotexture Measurement and Application. Transportation Research Record No:1860. Transportation Research Board. National Research Council. Washington, D.C.2003 192-194
1.47 Kaloush, K. E., M. W. Witczak, A. C. Sotil and G. B. Way. Laboratory Evaluation of Asphalt Rubber Mixtures Using the Dynamic Modulus (E*) Test. TRB2003 Annual Meeting CD-ROM. Transportation Research Board. National ResearchCouncil. Washington, D.C. 2003 195-198
1.48 Poulikakos, L.D., Takahashi, S. and Partl, M.N. A Comparison of Swiss and Japanese Porous Asphalt through Various Mechanical Tests. 3rd Swiss Transport Research Conference. Monte Verita/Ascona. March 19-21, 2003 199-200
1.49 Tan, S.A., T.F. Fwa and C.T. Han. Clogging Evaluation of Permeable Base. Journal of Transportation Engineering. American Society of Civil Engineers. Reston,VA. Volume 129. Issue 3. May 2003. pp. 309-315 201-202
1.50 Watson, D. E., K. A. Moore, K. Williams and L. A. Cooley, Jr. Refinement of New Generation Open-Graded Friction Course Mix Design. Transportation Research Record No: 1832. Transportation Research Board. National Research Council.Washington, D.C. 2003 203-207
1.51 Wimsatt, A. J. and T. Scullion. Selecting Rehabilitation Strategies for Flexible Pavements in Texas. TRB 2003 Annual Meeting CD-ROM. Transportation ResearchBoard. National Research Council. Washington, D.C. 2003 208-209
1.52 Cooper S. B., C. Abadie, and L. N. Mohammad. Evaluation of Open-Graded Friction Course Mixture. Louisiana Transportation Research Center Technical Assistance Report Number 04-1TA. October 2004 210-213
1.53 Flintsch, G.W. Assessment of the Performance of Several Roadway MixesUnder Rain, Snow, and Winter Maintenance Activities. Final Contract Report. 214-215
1.54 Fortes, R.M. and J.V. Merighi. Open-graded HMAC Considering the Stone-on-Stone Contact. Proceedings of the International Conference on Design and Construction of Long Lasting Asphalt Pavements. Auburn, Alabama. June 2004 216-219
1.55 Pucher, E., J. Litzka, J. Haberl, and J. Girard. Silvia Project Report: Report on Recycling of Porous Asphalt in Comparison with Dense Asphalt. SILVIA-036-01-WP3-260204. Sustainable Road Surfaces for Traffic Noise Control. European Commission. February 2004 220-220
1.56 Punith, V. S., S. N. Suresha, A. Veeraragavan, S. Raju and S. Bose. Characterization of Polymer and Fiber-Modified Porous Asphalt Mixtures. TRB2004 Annual Meeting CD-ROM. Transportation Research Board. National ResearchCouncil. Washington, D.C. 2004 221-225
1.57 Tan, S.A., T.F. Fwa and K.C. Chai. Drainage Considerations for Porous Asphalt Surface Course Design. Transportation Research Record 1868, TRB. NationalResearch Council. Washington, D.C. 2004. pp. 142-149 226-226
1.58 Watson, D. E., J. Zhang, R. B. Powell. Analysis of Temperature Data for the NCAT Test Track. Transportation Research Record No: 189. Transportation ResearchBoard. National Research Council. Washington, D.C. 2004 227-229
1.59 Watson, D. E., L. A. Cooley, Jr., K. A. Moore, K. Williams. Laboratory Performance Testing of OGFC Mixtures. Transportation Research Record No: 1891.Transportation Research Board. National Research Council. Washington, D.C. 2004 230-234
1.60 Watson, D. E., E. Masad, K. A. Moore, K. Williams, L. A. Cooley, Jr. Verification of VCA Testing To Determine Stone-On-Stone Contact of HMA Mixtures. Transportation Research Record No: 1891. Transportation Research Board.National Research Council. Washington, D.C. 2004 235-238
1.61 Bennert, T., F. Fee, E. Sheehy, A. Jumikis and R. Sauber. Comparison of Thin-Lift HMA Surface Course Mixes in New Jersey TRB 2005 Annual Meeting CDROM.Transportation Research Board. National Research Council. Washington, D.C.2005 239-245
1.62 Brousseaud, Y. and F. Anfosso-L d e. Silvia Project Report: Review of Existing Low Noise Pavement Solutions in France. SILVIA-LCPC-011-01-WP4-310505. Sustainable Road Surfaces for Traffic Noise Control. European Commission.May 2005 246-247
1.63 Quiet Pavements: Lessons Learned from Europe . Focus. U.S. Department of Transportation. Federal Highway Administration. Washington, DC. April 2005 248-248
1.64 Frick, K. Evaluation of New Patching Material for Open-Graded Asphalt Concrete (OGAC) Wearing Courses. Technical Memorandum TM-UCB-PRC-2 5-9.California Department of Transportation. June 2005 249-249
1.65 Graf, B., Simond, E. The Experience with Porous Asphalt in Canton Vaud. VSS Publication Strasse and Verkehr. Route et Trafic. April 2005 250-252
1.66 Hardiman, C. The Improvement of Water Drainage Function and Abrasion Loss of Conventional Porous Asphalt. Proceedings of the Eastern Asia Society forTransportation Studies. Volume 5. pp. 671-678. 2005 253-254
1.67 Lane, R. Cleaning Open-Grade Asphalt To Improve Safety. International Conference on Surface Friction/ 2005 Papers. www.surfacefriction.org.nz.Christchurch, New Zealand. 2005. 255-256
1.68 McDaniel, R. Case Study: A Porous Friction Course for Noise Control . North Central Superpave Center News. North Central Superpave Center. West Lafayette,Indiana. Volume 4, Number 3. Spring 2005 257-257
1.69 McDaniel, R. S. and W. Thornton. Field Evaluation of a Porous Friction Course for Noise Control. TRB 2005 Annual Meeting CD-ROM. TransportationResearch Board. National Research Council. Washington, D.C. 2005 258-261
1.70 Scofield, L. and P. Donavan. The Road To Quiet Neighborhoods In Arizona. TRB 2005 Annual Meeting CD-ROM. Transportation Research Board. National Research Council. Washington, D.C. 2005 262-265
1.71 Sholar, G. A., G. C. Page, J. A. Musselman, P. B. Upshaw and H. L. Moseley. Development of the Florida Department of Transportation s Percent Within Limits Hot-Mix Asphalt Specification. TRB 2005 Annual Meeting CD-ROM. Transportation Research Board. National Research Council, Washington, D.C. 2005 266-270
1.72 Van Doorn, R. Winter Maintenance in the Netherlands. Ministry of Transportation. Public Works and Water Management. Compiled from COST344 Snow and Ice Control on European Roads and Bridges Task Group 3. Best Practices. March 2002 271-271
1.73 Wagner, C. and Y.S. Kim. Construction of a Safe Pavement Edge: Minimizing the Effects of Shoulder Dropoff. TRB 2005 Annual Meeting CD-ROM. Transportation Research Board. National Research Council. Washington, D. C. 2005 272-272
1.74 Martinez, F. C. and R. A. Poecker. Evaluation of Deicer Applications on Open-Graded Pavements. FHWA-OR-RD-06-12. Oregon Department of Transportation. Salem, Oregon. April 2006 273-274
1.75 Open Graded Friction Course Usage Guide. California Department of Transportation. Division of Engineering Services. Materials Engineering and TestingServices-MS #5. Sacramento, California. February 2006 275-280
1.76 Alvarez, A.E., A. Epps Martin, C.K. Estakhri, J.W. Button, G.J. Glover and S.H. Jung. Synthesis of Current Practice on the Design, Construction, and Maintenance of Porous Friction Courses. FHWA TX-06/0-5262-1. Texas Transportation Institute. College Station, Texas. July 2006 281-294
1.77 Poulikakos, L.D., S. Takahashi and M.N. Partl. Evaluation of Improved Asphalt by Various Test Methods. Report Nr. 113/13 (EMPA No. FE 860076).EMPA. October 2006 295-299

Log In

Former MyNAP users: You'll need to reset your password on your first login to MyAcademies. Click "Forgot password" below to receive a reset link via email. Having trouble? Visit our FAQ page to contact support.

Members of the National Academy of Sciences, National Academy of Engineering, or National Academy of Medicine should log in through their respective Academy portals.

Email (required)
Password (required)

Don't have an account?

Register

Email (required)
New password (required)
Retype password (required) Password must be at least 8 characters
I agree to receive emails from the National Academies
I accept the terms of use
terms of use

Thank You

Thank you for creating a MyAcademies account!

Enjoy free access to thousands of National Academies' publications, a 10% discount off every purchase, and build your personal library.

Forgot Password

Enter the email address for your MyAcademies (formerly MyNAP) account to receive password reset instructions.

Email (required)

Reset Requested

We sent password reset instructions to your email . Follow the link in that email to create a new password. Didn't receive it? Check your spam folder or contact us for assistance.

Reset Password

New password (required)
Retype password (required) Password must be at least 8 characters

Reset Password

Your password has been reset.

Verify email

Verify Your Email Address

We sent a verification link to your email. Please check your inbox (and spam folder) and follow the link to verify your email address. If you did not receive the email, you can request a new verification link below

Annotated Literature Review for NCHRP Report 640 (2009)

Chapter: 1.64 Frick, K. Evaluation of New Patching Material for Open-Graded Asphalt Concrete (OGAC) Wearing Courses. Technical Memorandum TM-UCB-PRC-2 5-9.California Department of Transportation. June 2005

My Academies

Annotated Literature Review for NCHRP Report 640 (2009)

Chapter: 1.64 Frick, K. Evaluation of New Patching Material for Open-Graded Asphalt Concrete (OGAC) Wearing Courses. Technical Memorandum TM-UCB-PRC-2 5-9.California Department of Transportation. June 2005