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    Dual-Weight Fall Cone Method for Simultaneous Liquid and Plastic Limit Determination 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Landris T. Lee Jr.; Reed B. Freeman
    Publisher: American Society of Civil Engineers
    Abstract: Simultaneously assessing liquid limit and plastic limit using a single laboratory test procedure and comparing the results to the standard test methods has not been noted in the published literature. This paper describes ...
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    Quality Control for Natural Sand Content of Asphalt Concrete 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Reed B. Freeman; Chun-Yi Kuo
    Publisher: American Society of Civil Engineers
    Abstract: Excessive natural sand contents can increase the susceptibility of asphalt concrete to permanent deformation-type distresses. For this reason, pavement construction specifications usually include a limit for the proportion ...
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    Stress Predictions for Flexible Pavement Systems 

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Reed B. Freeman; Milton E. Harr
    Publisher: American Society of Civil Engineers
    Abstract: The present study proposes a method for predicting stresses in pavements under vehicular loadings. The proposed method characterizes each pavement layer by a coefficient of lateral stress, which is similar to the commonly ...
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    Impact of FWD Testing Variability on Pavement Evaluations 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 005
    Author(s): William P. Grogan; Reed B. Freeman; Don R. Alexander
    Publisher: American Society of Civil Engineers
    Abstract: Airfield pavement evaluations commonly include nondestructive testing. These evaluations are used for projecting pavement performance and for designing pavement rehabilitation options. To apply reliability concepts to these ...
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