Guidelines on Construction and Maintenance of Porous Friction Courses in Texas

Porous or permeable friction courses (PFC) are hot mix asphalt mixtures placed at the surface of a pavement structure in a thin layer to produce several benefits for the traveling public in terms of safety, economy, and the environment. It is a sacrificial wearing course consisting of an aggregate with relatively uniform grading and little or no fines and mineral filler and it is designed to have a high air void content compared to dense-graded mixtures. This document presents construction and maintenance guidelines for PFC which is based on a compilation of information from (1) published literature; (2) interviews with engineers and inspectors of the Texas Department of Transportation (TxDOT) districts with experience in the construction of PFCs; and (3) onsite field observations during the construction of 10 PFC projects around the state. Construction guidelines are presented on mixture production, storage and transportation, surface preparation, mixture placement, compaction and joint construction, and mixture acceptance. Since most of the PFCs constructed in Texas have performed very well to date, there is little experience regarding maintenance of PFCs. Based on information from the literature, guidelines are presented on corrective maintenance, surface maintenance, winter maintenance, and rehabilitation.

[1]  J C Nicholls,et al.  THE DESIGN OF POROUS ASPHALT MIXTURES TO PERFORMANCE-RELATED CRITERIA , 2001 .

[2]  Van Bochove POROUS ASPHALT (TWO-LAYERED) - OPTIMISING AND TESTING , 2000 .

[3]  W J Tappeiner,et al.  OPEN-GRADED ASPHALT FRICTION COURSE , 1993 .

[4]  D. Rogge,et al.  Development of maintenance practices for Oregon F-mix: interim report , 1999 .

[5]  D Newcomb,et al.  QUIET PAVEMENTS RAISE THE ROOF IN EUROPE , 2004 .

[6]  Andy Collop,et al.  The effect of asphalt mixture gradation and compaction energy on aggregate degradation , 2008 .

[7]  Edward J Fleege,et al.  MANUAL OF PRACTICE FOR AN EFFECTIVE ANTI-ICING PROGRAM: A GUIDE FOR HIGHWAY WINTER MAINTENANCE PERSONNEL , 1996 .

[8]  H Iwata,et al.  STUDY ON THE PERFORMANCE OF POROUS ASPHALT PAVEMENT ON WINTER ROAD SURFACE CONDITIONS , 2002 .

[9]  G Huber PERFORMANCE SURVEY ON OPEN-GRADED FRICTION COURSE MIXES , 2000 .

[10]  Sung Hoon Jung,et al.  Synthesis of Current Practice on the Design, Construction, and Maintenance of Porous Friction Courses , 2006 .

[11]  Maghsoud Tahmoressi,et al.  Winter Maintenance Issues Associated with New Generation Open-Graded Friction Courses , 2007 .

[12]  Charles J. Glover,et al.  Evaluation and Recommended Improvements for Mix Design of Permeable Friction Courses , 2008 .

[13]  K W Lee,et al.  IMPLEMENTATION AND EVALUATION OF TRAFFIC MARKING RECESSES FOR THE APPLICATION OF THERMOPLASTIC PAVEMENT MARKINGS ON MODIFIED OPEN GRADED FRICTION COURSE , 1999 .

[14]  S N Thomsen,et al.  Noise reducing pavements - State of the art in Denmark , 2005 .

[15]  H Khalid,et al.  PERFORMANCE AND DURABILITY OF BITUMINOUS MATERIALS. 13: PERFORMANCE ASSESSMENT OF SPANISH AND BRITISH POROUS ASPHALTS , 1996 .