Distributing Superelevation to Maximize Highway Design Consistency
Superelevation, Side Friction, and Roadway Consistency Alan Nicholson
Three-Arc Vertical Curve for Constrained Highway Alignments
Model for Sight-Distance Analysis of Uncontrolled Intersections
Urban Trip Distribution in Practice. I: Conventional Analysis
Estimating Earthwork Volumes of Curved Roadways: Mathematical Model
Urban Trip Distribution in Practice. II: Quick Response and Special Topics
Reliability-Based Design of Intergreen Interval at Traffic Signals
Modeling Driver Visual Demand on Three-Dimensional Highway Alignments
Effect of Vertical Alignment on Driver Perception of Horizontal Curves
Design of Sag Vertical Curves in Three-Dimensional Alignments
Modified Guidelines for Left-Turn Lane Geometry at Intersections
Design Requirements of Equal-Arc Unsymmetrical Vertical Curves
Design Considerations of Sight Distance Red Zones on Crest Curves
Evaluation of Highway Consistency and Safety: Practical Application
Three-Dimensional Model for Stop-Control Intersection Sight Distance