Urban Trip Distribution in Practice. II: Quick Response and Special Topics
Urban Trip Distribution in Practice. I: Conventional Analysis
Three-Dimensional Transportation Analysis: Planning and Design
Three-Dimensional Model for Stop-Control Intersection Sight Distance
Three-Arc Vertical Curve for Constrained Highway Alignments
Superelevation, Side Friction, and Roadway Consistency Alan Nicholson
Reliability-Based Model for Predicting Pavement Thermal Cracking
Reliability-Based Design of Intergreen Interval at Traffic Signals
Radius Requirements for Reverse Horizontal Curves on Three-Dimensional Alignments
Prediction of Operating Speed on Three-Dimensional Highway Alignments
Offsetting Opposing Left-Turn Lanes for Intersections on Horizontal Curves
Modified Guidelines for Left-Turn Lane Geometry at Intersections
Modeling Driver Visual Demand on Three-Dimensional Highway Alignments
Model for Sight-Distance Analysis of Uncontrolled Intersections
Low-Temperature Stresses and Fracture Analysis of Asphalt Overlays
Evaluation of Highway Consistency and Safety: Practical Application
Estimating Earthwork Volumes of Curved Roadways: Mathematical Model
Effect of Vertical Alignment on Driver Perception of Horizontal Curves
Distributing Superelevation to Maximize Highway Design Consistency
Disaggregate Gap-Acceptance Model for Unsignalized T-Intersections
Design Requirements of Equal-Arc Unsymmetrical Vertical Curves
Design of Sag Vertical Curves in Three-Dimensional Alignments
Design Considerations of Sight Distance Red Zones on Crest Curves