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    Effect of pavement thickness on Superpave mix permeability and density 

    Bahia, Hussain; Russell, Jeffrey; Kanitpong, Kunnawee (Wisconsin Highway Research Program, 2005-04)
    This research study was conducted to determine the influence of maximum aggregate size, lift thickness, and aggregate source on the density and permeability of asphalt mixtures designed according to the Superpave criteria. ...
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    Development of testing methods to determine interaction of geogrid-reinforced granular material for mechanistic pavement analysis 

    Fratta, Dante; Edil, Tuncer; Shuettpelz, Craig C. (Wisconsin Highway Research Program, 2009-03)
    A new method of examining soil stiffness based on the propagation of elastic waves is proposed and compared to traditional resilient modulus tests. A laboratory testing program is undertaken to study the effect of changing ...
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    Rapid strengthening of reinforced concrete bridges 

    Oliva, Michael; Bank, Lawrence C.; Borowicz, David T.; Arora, Dushyant (Wisconsin Highway Research Program, 2003-10)
    An innovative technique for repairing reinforced concrete beams (or slabs) by attaching FRP (fiber reinforced polymer) strengthening strips to the underside of the beam using powder actuated fasteners and mechanical anchors ...
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    Determination of typical resilient modulus values for selected soils in Wisconsin 

    Helwany, Sam; Elias, Mohammed B.; Titi, Hani (Wisconsin Highway Research Program, 2006-05)
    The objective of this research is to develop correlations for estimating the resilient modulus of various Wisconsin subgrade soils from basic soil properties. A laboratory testing program was conducted on common subgrade ...
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    Evaluation of concrete deck and crack sealers 

    Pincheira, Jose A.; Dorhorst, Melissa A. (Wisconsin Highway Research Program, 2005-12-03)
    The primary objective of this study was to assess the effectiveness and relative performance of commercially available concrete bridge deck and crack sealants. A total of thirteen deck sealants and ten crack sealants were ...
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    Early opening of Portland cement concrete (PCC) pavements to traffic 

    Khazanovich, Lev; Crovetti, James A. (Wisconsin Highway Research Program, 2005-09)
    This report presents the results of a detailed stress analysis and a field and laboratory test program which investigated the early-age strength gain for selected portland cement concrete (PCC) paving mixtures used in ...
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    Comparison of basic lab test results with more sophisticated lab and In Situ test mothods on soils in southeastern Wisconsin 

    Li, Lin; Edil, Tuncer; Benson, Craig H.; Camargo, Felipe F.; Mickelson, David (Wisconsin Highway Research Program, 2009-03)
    This report describes a comparison of basic laboratory test results with more sophisticated laboratory and in situ tests methods on soils in Southeastern Wisconsin. The generated soils data in the Milwaukee Marquette ...
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    Using gyratory compactor to measure mechanical stability of asphalt mixtures 

    Mahmoud, Ahmed Fatin Faheem; Bahia, Hussain (Wisconsin Highway Research Program, 2004-10)
    In this study several asphalt mixtures were produced using four different aggregate sources, different asphalt contents, and different aggregate gradations. Every mixture was compacted using the Superpave gyratory compactor ...
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    Development of modulus-to-temperature relations for HMA mixtures used in Wisconsin 

    Williams, R. Christopher; Hall, Kathleen T.; Crovetti, James A. (Wisconsin Highway Research Program, 2005-09)
    This report presents the findings of a research study conducted to develop modulus-to-temperature relations for Hot Mix Asphalt (HMA) mixtures used in Wisconsin. Surface deflection data gathered from in-place HMA pavements ...
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    Evaluation of the extent of HMA moisture damage in Wisconsin as it relates to pavement performance 

    Kanitpong, Kunnawee; Bahia, Hussain (Wisconsin Highway Research Program, 2003-05)
    The objectives of this study were to evaluate the relationship between the performance of asphalt pavements in the field and the Tensile Strength Ratio (TSR) values measured in the laboratory on the original asphalt mixtures ...
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    AuthorBahia, Hussain (3)Crovetti, James A. (2)Edil, Tuncer (2)Kanitpong, Kunnawee (2)Arora, Dushyant (1)Bank, Lawrence C. (1)Benson, Craig H. (1)Borowicz, David T. (1)Brittnacher, Don (1)Cady, Philip D. (1)... View MoreSubject
    Laboratory tests (14)
    Field tests (5)Asphalt mixtures (3)Asphalt pavements (3)Hot mix paving mixtures (3)Modulus of resilience (3)Test procedures (3)Wisconsin (3)Aggregate gradation (2)Compaction (2)... View MoreDate Issued2005 (5)2003 (2)2004 (2)2009 (2)2006 (1)2008 (1)2010 (1)Has File(s)Yes (14)

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