Light Rail Lite or Cost-Effective Improvements to Bus Service?
Fretting fatigue of single crystal/polycrystalline nickel subjected to blade/disk contact loading
Fretting fatigue of single crystal-polycrystalline nickel subjected to blade-disk contact loading
Cycle-Resolved NO Measurements in a Two-Stroke Large-Bore Natural Gas Engine
Making friends with your data: Improving how statistics are conducted and reported
CHANGES IN ORGAN PERFUSION AND WEIGHT RATIOS IN POST-SIMULATED MICROGRAVITY RECOVERY
Effect of Various Aging Techniques on Asphalt Low-Temperature Properties
Color difference analysis of primary flight displays [5080-40]
Feasibility of Using Freeway Service Patrol Trucks as Probe Vehicles
Formaldehyde Formation in Large Bore Engines Part 2: Factors Affecting Measured CH2O
New Stopping Sight Distance Model for Use in Highway Geometric Design
Operating Speed on Crest Vertical Curves with Limited Stopping Sight Distance
Operating Speed on Crest Vertical Curves with Limited Stopping Sight Distance
Driver Braking Performance in Stopping Sight Distance Situations
Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways
Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways
Safety Effects of Limited Stopping Sight Distance on Crest Vertical Curves
Safety Effects of Limited Stopping Sight Distance on Crest Vertical Curves
Traffic Characteristics of Protected/Permitted Left-Turn Signal Displays
Traffic Characteristics of Protected-Permitted Left-Turn Signal Displays
Formaldehyde Formation in Large Bore Natural Gas Engines Part 1: Formation Mechanisms
Operating Speeds on Curves With and Without Spiral Transitions
Operating Speeds on Curves With and Without Spiral Transitions
Driver Perception–Brake Response in Stopping Sight Distance Situations
Enhanced Traffic Control Devices at Passive Highway-Railroad Grade Crossings
Enhanced Traffic Control Devices at Passive Highway-Railroad Grade Crossings
Driver Eye and Vehicle Heights for Use in Geometric Design
Driver Eye and Vehicle Heights for Use in Geometric Design
Driver Eye and Vehicle Heights for Use in Geometric Design
Generalized Delay Model for Signalized Intersections and Arterial Streets