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    Deceleration Lengths for Exit Terminals 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Kay Fitzpatrick; Susan T. Chrysler; Marcus Brewer
    Publisher: American Society of Civil Engineers
    Abstract: General freeway design practice assumes deceleration for a vehicle exiting the freeway occurs between the point when the vehicle clears the through-traffic lane and the point of limiting design speed for the ramp proper. ...
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    Closure to “<i>Identification of Inappropriate Driving Behaviors</i>” by John M. Mason Jr., Kay Fitzpatrick, Deborah L. Seneca, and Thomas B. Davinroy (March/April, 1992, Vol. 118, No. 2) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 005
    Author(s): John M. Mason, Jr.; Kay Fitzpatrick
    Publisher: American Society of Civil Engineers
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    Evaluating Operational Implications of Reduced Lane and Shoulder Widths on Freeways 

    Source: Journal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Kay Fitzpatrick; Karen Dixon; Raul Avelar
    Publisher: American Society of Civil Engineers
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    Horizontal Curve Accident Modification Factor with Consideration of Driveway Density on Rural Four-Lane Highways in Texas 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Kay Fitzpatrick; Dominique Lord; Byung-Jung Park
    Publisher: American Society of Civil Engineers
    Abstract: Agencies are seeking a better understanding of those roadway or roadside features that affect safety. The objectives of this study were to develop a horizontal curve accident modification factor (AMF) for rural four-lane ...
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    Differentiating between Left-Turn Gap and Lag Acceptance at Unsignalized Intersections as a Function of the Site Characteristics 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Prem Chand Devarasetty; Yunlong Zhang; Kay Fitzpatrick
    Publisher: American Society of Civil Engineers
    Abstract: Left-turn gap acceptance at an unsignalized intersection is dependent on many factors. The Highway Capacity Manual (HCM) uses a single value of critical gap for all types of intersections; however, this may be oversimplistic ...
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    Predicting Speeds in an Urban Right-Turn Lane 

    Source: Journal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Kay Fitzpatrick; William H. Schneider IV; Eun Sug Park
    Publisher: American Society of Civil Engineers
    Abstract: Right-turn lanes are used to provide space for the deceleration and storage of turning vehicles and to separate the turning vehicles from the through movement. When larger corner radii are used at the right turn, vehicles ...
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    Exploration of the Relationships between Operating Speed and Roadway Features on Tangent Sections 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Kay Fitzpatrick; Shaw-Pin Miaou; Marcus Brewer; Paul Carlson; Mark D. Wooldridge
    Publisher: American Society of Civil Engineers
    Abstract: The transportation profession is seeking to better understand the features that influence roadway speeds. Engineers need an appreciation of which roadway design features, or the values for the features, clearly relate to ...
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    Identification of Inappropriate Driving Behaviors 

    Source: Journal of Transportation Engineering, Part A: Systems:;1992:;Volume ( 118 ):;issue: 002
    Author(s): John M. Mason, Jr.; Kay Fitzpatrick; Deborah L. Seneca; Thomas B. Davinroy
    Publisher: American Society of Civil Engineers
    Abstract: Certain inappropriate driving behaviors (IDBs) can result in unsafe driving conditions and increased accident potential. It is believed that some IDBs may be reduced by educating the general public (specifically, high‐risk ...
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