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    State of Practice for Positive Moment Connections in Prestressed Concrete Girders Made Continuous 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author(s): Makarand Hastak; Amir Mirmiran; Richard Miller; Ronak Shah; Reid Castrodale
    Publisher: American Society of Civil Engineers
    Abstract: Precast bridges are often constructed as single span for dead load, but continuous for live load. A diaphragm connection is provided for negative moment continuity. However, the connection may also be subjected to positive ...
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    Estimation of Remaining Service Life of Flexible Pavements from Surface Deflections 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Daba S. Gedafa; Mustaque Hossain; Richard Miller; Thomas Van
    Publisher: American Society of Civil Engineers
    Abstract: Remaining service life (RSL) has been defined as the anticipated number of years that a pavement will be functionally and structurally acceptable with only routine maintenance. Usually RSL is computed from pavement condition ...
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    Limits of Application of Externally Bonded CFRP Repairs for Impact-Damaged Prestressed Concrete Girders 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author(s): Jarret L. Kasan; Kent A. Harries; Richard Miller; Ryan J. Brinkman
    Publisher: American Society of Civil Engineers
    Abstract: Collisions between overheight vehicles and bridges are becoming more commonplace. Generally, collision damage is far from catastrophic, although sound repair techniques are critical if additional damage (typically related ...
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