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    New Optimal Cycle Length Formulation for Pretimed Signals at Isolated Intersections 

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Chang-Jen Lan
    Publisher: American Society of Civil Engineers
    Abstract: Under near-saturated or saturated conditions, the optimal cycle length formulation proposed by Webster becomes infeasible because (1) it generates an unreasonably large cycle length as the intersection critical flow ratio ...
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    Truck Speed Profile Models for Critical Length of Grade 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Chang-Jen Lan; Monica Menendez
    Publisher: American Society of Civil Engineers
    Abstract: The climbing lane is an effective means by which to increase roadway capacity, improve safety, and provide smooth traffic operation on mountainous and rolling terrains where significant trucking prevails. Current critical ...
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    Determining Peak Hour Factors for Capacity Analysis 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Chang-Jen Lan; Sonny D. Abia
    Publisher: American Society of Civil Engineers
    Abstract: Considering the peaking effect over a short time period is important because queuing might build up and take substantial time to discharge. Traditionally, the peak-hour factor has been used to quantify such a peaking effect. The
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