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    Effect of Long-Term Binder Draindown on Performance of Open Graded Asphalt Friction Courses with BOF Steel Slag Aggregates

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001::page 04021383
    Author:
    Santanu Pathak
    ,
    Rajan Choudhary
    ,
    Abhinay Kumar
    DOI: 10.1061/(ASCE)MT.1943-5533.0004022
    Publisher: ASCE
    Abstract: The open graded asphalt friction course (OGAFC) is a hot mix asphalt wearing course designed and constructed to mainly achieve the benefits of quick surface water drainage, high skid resistance, and low tire-pavement noise. OGAFC thus offers advantages of reduced hydroplaning, reduced splash and spray, reduced noise, and enhanced skid resistance and visibility (especially in wet weather). These mixes demand a uniform/open aggregate gradation for high permeability; establishment of proper stone-on-stone contact for good structural stability; and higher relatively stiff binder content for adequate resistance to moisture damage and binder draindown. Due to the lack of fines and higher binder content in OGAFC mixes, the asphalt binder tends to move down vertically under the influence of gravity when exposed to high temperatures during production (production-stage draindown) and over time at high pavement service temperatures (long-term draindown). This study evaluates long-term binder draindown of OGAFC mixes with both natural aggregates and basic oxygen furnace (BOF) steel slag, a waste/by-product of steel making, as a replacement for natural aggregates. OGAFC mixes with five replacement percentages (0%, 25%, 50%, 75%, and 100%) of BOF steel slag and two types of modified binders (polymer and modified crumb rubber) were subjected to different long-term binder draindown–conditioning protocols and then evaluated through determination of permeability characteristics, moisture susceptibility, raveling potential, and permanent deformation. The results revealed that aging in terms of temperature and duration has a significant effect on binder draindown. OGAFC mixes with higher BOF steel slag content showed better raveling, rutting, and moisture performance compared with a control mix after being subjected to long-term draindown. The inclusion of BOF steel slag up to 100% in OGAFC mixes produced encouraging results, with overall improvement in performance.
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      Effect of Long-Term Binder Draindown on Performance of Open Graded Asphalt Friction Courses with BOF Steel Slag Aggregates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4281889
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    • Journal of Materials in Civil Engineering

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    contributor authorSantanu Pathak
    contributor authorRajan Choudhary
    contributor authorAbhinay Kumar
    date accessioned2022-05-07T20:00:23Z
    date available2022-05-07T20:00:23Z
    date issued2021-10-20
    identifier other(ASCE)MT.1943-5533.0004022.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281889
    description abstractThe open graded asphalt friction course (OGAFC) is a hot mix asphalt wearing course designed and constructed to mainly achieve the benefits of quick surface water drainage, high skid resistance, and low tire-pavement noise. OGAFC thus offers advantages of reduced hydroplaning, reduced splash and spray, reduced noise, and enhanced skid resistance and visibility (especially in wet weather). These mixes demand a uniform/open aggregate gradation for high permeability; establishment of proper stone-on-stone contact for good structural stability; and higher relatively stiff binder content for adequate resistance to moisture damage and binder draindown. Due to the lack of fines and higher binder content in OGAFC mixes, the asphalt binder tends to move down vertically under the influence of gravity when exposed to high temperatures during production (production-stage draindown) and over time at high pavement service temperatures (long-term draindown). This study evaluates long-term binder draindown of OGAFC mixes with both natural aggregates and basic oxygen furnace (BOF) steel slag, a waste/by-product of steel making, as a replacement for natural aggregates. OGAFC mixes with five replacement percentages (0%, 25%, 50%, 75%, and 100%) of BOF steel slag and two types of modified binders (polymer and modified crumb rubber) were subjected to different long-term binder draindown–conditioning protocols and then evaluated through determination of permeability characteristics, moisture susceptibility, raveling potential, and permanent deformation. The results revealed that aging in terms of temperature and duration has a significant effect on binder draindown. OGAFC mixes with higher BOF steel slag content showed better raveling, rutting, and moisture performance compared with a control mix after being subjected to long-term draindown. The inclusion of BOF steel slag up to 100% in OGAFC mixes produced encouraging results, with overall improvement in performance.
    publisherASCE
    titleEffect of Long-Term Binder Draindown on Performance of Open Graded Asphalt Friction Courses with BOF Steel Slag Aggregates
    typeJournal Paper
    journal volume34
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004022
    journal fristpage04021383
    journal lastpage04021383-13
    page13
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 001
    contenttypeFulltext
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