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    Laboratory Evaluation of Long-Term Draindown of Porous Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 010
    Author(s): Bradley J. Putman; Kimberly R. Lyons
    Publisher: American Society of Civil Engineers
    Abstract: Long-term draindown is the term adopted in this study to describe the downward flow of binder in a porous asphalt mixture due to the force of gravity at high temperatures experienced during service, especially in warmer ...
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    Laboratory Evaluation of Warm-Mix Open Graded Friction Course Mixtures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 003
    Author(s): James E. Wurst III; Bradley J. Putman
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to evaluate the feasibility of using warm mix asphalt (WMA) technologies to produce quality open graded friction course (OGFC) mixtures. This evaluation was based on the comparison of Evotherm ...
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    Influence of Aggregate Gradation on the Performance Properties of Porous Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Talat N. Mansour; Bradley J. Putman
    Publisher: American Society of Civil Engineers
    Abstract: This research investigated the effect of aggregate gradation on the performance of porous asphalt mixtures. Ten aggregate gradations, which represent typical gradations used by 20 different United States highway agencies ...
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    Comparison of Mix Design Methods for Porous Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 011
    Author(s): Bradley J. Putman; Laura C. Kline
    Publisher: American Society of Civil Engineers
    Abstract: Porous asphalt mixtures have been used for more than 60 years, but it was not until 1974 that the first formalized procedure was created by the Federal Highway Administration to design mixtures for open-graded friction ...
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    Characterization of the Interaction Effect of Crumb Rubber Modified Binders Using HP-GPC 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 002
    Author(s): Bradley J. Putman; Serji N. Amirkhanian
    Publisher: American Society of Civil Engineers
    Abstract: There have been many studies investigating the properties of crumb rubber modified (CRM) binders, but few that have attempted to quantify the specific effects that the addition of crumb rubber has on asphalt binders. The ...
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    Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel Permeation Chromatography 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 008
    Author(s): Soon-Jae Lee; Serji N. Amirkhanian; Bradley J. Putman
    Publisher: American Society of Civil Engineers
    Abstract: The recycling of hot-mix asphalt pavements containing a crumb rubber modifier (CRM) has been an area of interest since CRM was first used in asphalt paving materials over
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    Effect of Compaction Temperature on Rutting and Moisture Resistance of Foamed Warm-Mix-Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 009
    Author(s): Feipeng Xiao; V. S. Punith; Bradley J. Putman
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory investigation was carried out to study the effects of various compaction temperatures on moisture susceptibility and rutting resistance of warm-mix-asphalt (WMA) mixtures containing moist aggregates using a ...
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    Influence of Aggregate Gradation on Clogging Characteristics of Porous Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): William D. Martin; Bradley J. Putman; Andrew I. Neptune
    Publisher: American Society of Civil Engineers
    Abstract: This research investigates the influence of aggregate gradation on the clogging characteristics of porous asphalt mixtures. Ten representative gradations used for open graded friction course (OGFC) applications from across ...
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    Effects of Aggregate Masking on Soil Infiltration under an Aggregate Bed 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): William D. Martin III; Nigel B. Kaye; Bradley J. Putman
    Publisher: American Society of Civil Engineers
    Abstract: This research seeks to address questions about the reduction in soil infiltration rates due to masking or embedding when a layer of open-graded aggregate is placed on top of soil. This is pertinent to the design and modeling ...
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    Closure to “Effects of Aggregate Masking on Soil Infiltration under an Aggregate Bed” by William D. Martin III, Nigel B. Kaye, and Bradley J. Putman 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): William D. Martin; Nigel B. Kaye; Bradley J. Putman
    Publisher: American Society of Civil Engineers
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