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Performance Characteristics of Open-graded Friction Courses

Harry A. Smith
Performance Characteristics of Open-graded Friction Courses by Harry A. Smith PDF

Author : Harry A. Smith
Publisher : Transportation Research Board
Page : 60 pages
File Size : 37,23 MB
Release : 1992
Category : Technology & Engineering
ISBN : 9780309053068

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This synthesis will be of interest to construction, maintenance, pavement design, and materials engineers, pavement contractors, and others interested in the use of open-graded friction courses (OGFC) as an asphalt concrete pavement wearing surface. Information is provided on performance benefits and limitations of OGFC, material and mixture properties, and current construction practices in use in the United States and Europe. Advances in mixture design and construction techniques have overcome several of the performance limitations identified in early applications of OGFC, as well as enhanced the performance benefits associated with OGFC use. This report of the Transportation Research Board describes the current state of the practice with respect to the use of OGFC. Experience with the design, construction, and performance of OGFC is summarized, based on a review of the literature, documentation of experience from applications in the U.S. and Europe, and site visits to several states.

Performance of Open-graded Friction Courses

Richard W. Miller
Performance of Open-graded Friction Courses by Richard W. Miller PDF

Author : Richard W. Miller
Publisher :
Page : 32 pages
File Size : 20,28 MB
Release : 1978
Category : Pavements
ISBN :

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This report documents installation and evaluation of an experimental pavement using an open-graded asphalt friction course, placed as part of the FHWA's Demonstration project 10. Two different open-graded mixes -- one having a maximum aggregate size of 1/2-in and the other 1/4-in -- and a standard NYS 1A top mix were evaluated. Performance of the experimental pavement was determined by measuring air-void content, asphalt cement penetration and viscosity, skid resistance, rutting, and noise, and by visual observations of water drainage and splash and spray by passing traffic in wet weather. Results showed that the open-graded pavements performed better than the standard NYS 1A top.

Design, Construction, and Performance of New-generation Open-graded Friction Courses

Rajib Basu Mallick
Design, Construction, and Performance of New-generation Open-graded Friction Courses by Rajib Basu Mallick PDF

Author : Rajib Basu Mallick
Publisher :
Page : 36 pages
File Size : 27,91 MB
Release : 2000
Category : Pavements, Asphalt
ISBN :

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The primary objectives of this study are to evaluate the performance of open-graded friction course (OGFC) in the laboratory with different gradations and types of additives, and recommend a rational mix design procedure for the new-generation OGFC mixes. Additionally, the construction and performance of six OGFC pavements (constructed prior to this study) are discussed. These mixes generally meet the requirements for gradation band and Cantabro abrasion recommended in the new mix design system.

Performance Survey on Open-graded Friction Course Mixes

Gerald Huber
Performance Survey on Open-graded Friction Course Mixes by Gerald Huber PDF

Author : Gerald Huber
Publisher : Transportation Research Board
Page : 124 pages
File Size : 29,95 MB
Release : 2000
Category : Technology & Engineering
ISBN : 9780309068635

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This synthesis will be of interest to pavement construction, maintenance, design, and materials engineers; pavement contractors; and others interested in the use of open-graded friction course (OGFC) mixes. It describes the current state of the practice on the use of OGFC mixes, including information regarding design, materials, construction, maintenance, and rehabilitation strategies. Alternative treatments to traditional OGFC are also identified and discussed. Information was collected by surveying U.S. and Canadian transportation agencies and by conducting a literature search to gather additional insight into North American and European practices. This TRB report describes the recent performance of North American OGFC mixes and European porous asphalt by identifying benefits and stress indicators. A new generation of OGFC mixes has evolved over the last 5 years with changes that have been reported to dramatically improve performance. This synthesis describes new materials and design methods being used, as well as the applicability of the new generation of open-graded mixtures to North American use.