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    Laboratory Investigation of Fog-Seal Treatment on Performance of Open-Graded Friction Course Pavement

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003::page 04021002-1
    Author:
    Weimin Song
    ,
    Baoshan Huang
    ,
    Xiang Shu
    ,
    Matthew Chandler
    ,
    Mark Woods
    ,
    Xiaoyang Jia
    DOI: 10.1061/(ASCE)MT.1943-5533.0003619
    Publisher: ASCE
    Abstract: Open-graded friction course (OGFC), also called permeable friction course (PFC), is a thin and permeable asphalt concrete whose skeleton is composed mainly of coarse aggregate, leading to an immediate drainage of water and an adequate frictional resistance, thus reducing traffic accidents and improving driving environments on rainy days. However, high porosity and open aggregate structures may readily contribute to stripping and raveling of OGFC. Application of fog seal on slightly cracked and/or raveled OGFC is one preventive measure to extend its service life. This study quantitively examined the influence of fog-seal application on the OGFC’s behavior, such as water permeability, skid resistance, and raveling susceptibility. Laboratory tests, including the permeability test, texture depth test, and loaded wheel abrasion test, were conducted on samples obtained from the lane and shoulder in a section of OGFC pavement. Results demonstrate that as fog-seal application rate increased, permeability decreased. Fog seal temporarily reduced the texture depth. However, texture depth could be recovered after the loaded wheel test. Obviously, fog seal can play a beneficial role on abrasion resistance, thereby presenting a potential to ameliorate the durability of OGFC pavements.
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      Laboratory Investigation of Fog-Seal Treatment on Performance of Open-Graded Friction Course Pavement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269925
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    • Journal of Materials in Civil Engineering

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    contributor authorWeimin Song
    contributor authorBaoshan Huang
    contributor authorXiang Shu
    contributor authorMatthew Chandler
    contributor authorMark Woods
    contributor authorXiaoyang Jia
    date accessioned2022-01-31T23:33:07Z
    date available2022-01-31T23:33:07Z
    date issued3/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003619.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269925
    description abstractOpen-graded friction course (OGFC), also called permeable friction course (PFC), is a thin and permeable asphalt concrete whose skeleton is composed mainly of coarse aggregate, leading to an immediate drainage of water and an adequate frictional resistance, thus reducing traffic accidents and improving driving environments on rainy days. However, high porosity and open aggregate structures may readily contribute to stripping and raveling of OGFC. Application of fog seal on slightly cracked and/or raveled OGFC is one preventive measure to extend its service life. This study quantitively examined the influence of fog-seal application on the OGFC’s behavior, such as water permeability, skid resistance, and raveling susceptibility. Laboratory tests, including the permeability test, texture depth test, and loaded wheel abrasion test, were conducted on samples obtained from the lane and shoulder in a section of OGFC pavement. Results demonstrate that as fog-seal application rate increased, permeability decreased. Fog seal temporarily reduced the texture depth. However, texture depth could be recovered after the loaded wheel test. Obviously, fog seal can play a beneficial role on abrasion resistance, thereby presenting a potential to ameliorate the durability of OGFC pavements.
    publisherASCE
    titleLaboratory Investigation of Fog-Seal Treatment on Performance of Open-Graded Friction Course Pavement
    typeJournal Paper
    journal volume33
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003619
    journal fristpage04021002-1
    journal lastpage04021002-7
    page7
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003
    contenttypeFulltext
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