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    Life-Cycle Cost Analysis of Graphene Oxide Modification of a Neat Asphalt Binder for Flexible Pavement

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025104-1
    Author:
    Christopher T. Senseney
    ,
    Joseph L. Tucker
    DOI: 10.1061/JMCEE7.MTENG-19097
    Publisher: American Society of Civil Engineers
    Abstract: Graphene oxide (GO) has the potential to increase the service life of asphalt binders and asphalt mixtures, but there are concerns about its high cost. The purpose of this work is to provide a methodology to perform a cost-benefit analysis of using GO in a neat asphalt binder for a simulated asphalt pavement construction project with estimated long-term engineering performance in Colorado. The rheological properties, creep behavior, and cracking resistance of a control performance grade (PG) 64-22 binder and GO-modified binders were evaluated in the laboratory. GO in a loose powder form was mixed with the PG 64-22 binder in dosages of 0.05% and 0.2% by weight. Rheological binder test results indicated the GO improved the rutting resistance of the binder, with the 0.05% GO binder providing greater rutting resistance than the 0.2% GO binder. The 0.05% and 0.2% GO binders exhibited minor improvement in fatigue cracking and thermal cracking resistance as compared to the control binder. The test results were input into the AASHTO Pavement ME software with regional traffic and climate conditions to estimate the predicted performance using the different GO dosages. When comparing the Pavement ME service life results based on rutting performance, it was determined the 0.05% and 0.2% GO binder asphalt pavement mixtures lasted approximately 9 and 5 years longer than the control binder, respectively. The Pavement ME service life results for international roughness index (IRI), bottom-up cracking, top-down cracking, and thermal cracking were not significantly different between the control and GO-modified binders. A preliminary deterministic life-cycle cost analysis based on rutting performance on a 16.1-km (10-mi) highway section in Colorado revealed that GO addition to a neat asphalt binder at the 0.05% target dosage in this study is not a cost-effective option at its current price; however, future manufacturing improvements and mass fabrication could bring GO production costs down to viable levels for practical implementation in asphalt pavement construction.
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      Life-Cycle Cost Analysis of Graphene Oxide Modification of a Neat Asphalt Binder for Flexible Pavement

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    contributor authorChristopher T. Senseney
    contributor authorJoseph L. Tucker
    date accessioned2025-08-17T22:54:26Z
    date available2025-08-17T22:54:26Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19097.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307626
    description abstractGraphene oxide (GO) has the potential to increase the service life of asphalt binders and asphalt mixtures, but there are concerns about its high cost. The purpose of this work is to provide a methodology to perform a cost-benefit analysis of using GO in a neat asphalt binder for a simulated asphalt pavement construction project with estimated long-term engineering performance in Colorado. The rheological properties, creep behavior, and cracking resistance of a control performance grade (PG) 64-22 binder and GO-modified binders were evaluated in the laboratory. GO in a loose powder form was mixed with the PG 64-22 binder in dosages of 0.05% and 0.2% by weight. Rheological binder test results indicated the GO improved the rutting resistance of the binder, with the 0.05% GO binder providing greater rutting resistance than the 0.2% GO binder. The 0.05% and 0.2% GO binders exhibited minor improvement in fatigue cracking and thermal cracking resistance as compared to the control binder. The test results were input into the AASHTO Pavement ME software with regional traffic and climate conditions to estimate the predicted performance using the different GO dosages. When comparing the Pavement ME service life results based on rutting performance, it was determined the 0.05% and 0.2% GO binder asphalt pavement mixtures lasted approximately 9 and 5 years longer than the control binder, respectively. The Pavement ME service life results for international roughness index (IRI), bottom-up cracking, top-down cracking, and thermal cracking were not significantly different between the control and GO-modified binders. A preliminary deterministic life-cycle cost analysis based on rutting performance on a 16.1-km (10-mi) highway section in Colorado revealed that GO addition to a neat asphalt binder at the 0.05% target dosage in this study is not a cost-effective option at its current price; however, future manufacturing improvements and mass fabrication could bring GO production costs down to viable levels for practical implementation in asphalt pavement construction.
    publisherAmerican Society of Civil Engineers
    titleLife-Cycle Cost Analysis of Graphene Oxide Modification of a Neat Asphalt Binder for Flexible Pavement
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19097
    journal fristpage04025104-1
    journal lastpage04025104-9
    page9
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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