S A D E K U n i v e r s i t y o f Ve r m o n t GARBER Uni ver sity of VirginiaĪ D E L W. Transportation Infrastructure Engineering A Multimodal Integration SI Edition LESTER A. Velocity (linear) foot per second inch per second mile per hour mile per hour Section modulus inch to third power inch to third power Pressure stress pound per square foot pound per square inch kip per square foot kip per square inch Power foot-pound per second foot-pound per minute horsepower (550 ft-lb/s) Moment of inertia (mass) slug foot squared Meter per second meter per second meter per second kilometer per hourĬubic meter cubic meter cubic centimeter (cc) liter cubic meter Millimeter to third power meter to third power Pascal (N/m2) pascal kilopascal megapascal Millimeter to fourth power meter to fourth power Moment of inertia (area) inch to fourth power
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Multimodal Traveler Information Systems.Ĭhallenges Facing Multimodal Traveler Information Systems.ĬONVERSIONS BETWEEN U.S. Transit Operations Software.Įlectronic Fare Payment Systems.
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Signal Preemption and Priority.Īdvanced Arterial Traffic Control Systems Benefits.Īutomatic Vehicle Location (AVL) Systems. Real-World Examples of Freeway and Incident Management Systems and Their Benefits.Īdaptive Traffic Control Systems. Highway Safety: Who Is at Risk and What Can be Done?.Ĭommercial Transportation Safety: A Team Approach.ĩ Intelligent Transportation and Information Technology.įreeway and Incident Management Systems.įIMS Objectives and Functions. The AASHTO Comprehensive Approach to Safety. What Are the Ways to Improve Transportation Safety?.Ĭollection and Analysis of Crash Data. What Are the Major Factors Involved in Transportation Crashes?. What Are the Causes f Transportation Crashes?. Step 3 Determine Minimum Size and/or Minimum Thickness for Each Structural Component.Īre they Crashes or Accidents?. Step 2 Select Materials for Each Structural Component. General Principles of Structural Design of Travelways. Layout of Horizontal Curves for Highways and Railroads.ĭetermination of the Orientation and Length of an Airport Runway.ħ Structural Design of Travelways. Minimum Tangent Length between Horizontal Curves.ĭesign of Highway Vertical Curves.ĭesign of Airport Runway Vertical Curves.ĭesign of Railraod Vertical Curves.ĭesign of the Highway Horizontal Alignment.ĭesign of Railroad Horizontal Curves. Lines of Sight between Intersecting Runways. Runway Widths and Runway Shoulder Widths. Runway and Taxiway Location and Orientation. Rural Minor Collector Roads.Ĭlassification of Airport Taxiways.Īpron Taxiways and Taxilanes. The Transportation Planning Process.Įstimating Future Travel Demand.Įvaluating Transportation Alternatives.Ĭlassification of Transportation Travelways.Ĭlassification System of Highways and Streets. Models for Calculating Runway Capacity.ĥ Transportation Planning and Evaluation.Ī Context for Multimodal Transportation Planning.įactors in Choosing a Freight or Passenger Mode. Measures of Runway Capacity.įactors Affecting the Capacity of a Runway System. Quality of Service Measures.įlow-Speed-Density Relationship for Pedestrian Traffic.Ĭapacity Analysis and LOS Concepts. On-Street Rail Capacity Analysis Procedure.
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Quality of Service Concepts.īus Capacity Analysis Methodology. Hourly Volume, Subhourly Volume, and Rates of Flow.Ĭapacity Analysis for Signalized Intersections. Relationships among Macropscopic Traffic Flow Parameters. Static Characteristics of Waterborne Vessels.ĭynamic Characteristics of Transportation Vehicles.Ĥ Transportation Capacity Analysis. Static Characteristics of Railroad Locomotives.
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Passenger Behavior Characteristics in Transportation Terminals. Optimization and Decision-Making Techniques.ģ Human, Vehicle, and Travelway Characteristics.