280 results on '"Fitzpatrick, Kay"'
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52. Comparison of Rectangular and Circular Rapid-Flashing Beacons in an Open-Road Setting
53. Investigating Maximum Intensities for Yellow Rapid-Flashing Beacons at Night
54. Will You Stop for Me?
55. Determining Level of Service on Freeways and Multilane Highways with Higher Speeds
56. Effects of Geometric and Traffic Variables on Double Left-Turn Lane Operations
57. Closed-Course Study of Driver Detection of Pedestrians beyond Flashing Beacons within Sign Assembly
58. Driver Yielding at Traffic Control Signals, Pedestrian Hybrid Beacons, and Rectangular Rapid-Flashing Beacons in Texas
59. Decision Tool to Define and Quantify Interchange Complexity
60. Deceleration Lengths for Exit Terminals
61. Differentiating between Left-Turn Gap and Lag Acceptance at Unsignalized Intersections as a Function of the Site Characteristics
62. Super 2 Highways in Texas: Operational and Safety Characteristics
63. Driver Performance at High Speeds Using a Simulator
64. Safety Effectiveness of Super 2 Highways in Texas
65. Development of Left-Turn Lane Warrants for Unsignalized Intersections
66. High-Beam Usage on Low-Volume Rural Roads in Texas
67. Encouraging Best Behavior.
68. Detection Distances to Crosswalk Markings
69. Driver Preference for Crosswalk Marking Patterns
70. Driver Behavior on Speed-Change Lanes at Freeway Ramp Terminals
71. Analysis of Platoon Impacts on Left-Turn Delay at Unsignalized Intersections
72. Guidelines for Spacing between Freeway Ramps
73. Driving Performance and Driver Workload at High Speeds: Results from On-Road and Test Track Studies
74. Suggestions concerning School Traffic Control Devices
75. Evaluating the Effects of Freeway Design Elements on Safety
76. Safety Effectiveness of HAWK Pedestrian Treatment
77. Accident Modification Factors for Medians on Freeways and Multilane Rural Highways in Texas
78. Intermediate Access to Buffer-Separated Managed Lanes
79. Potential Accident Modification Factors for Driveway Density on Rural Highways
80. Potential Changes to 2004 Green Book's Adjustment Factors for Entrance and Exit Terminals
81. Potential Updates to 2004 Green Book's Acceleration Lengths for Entrance Terminals
82. Rapid-Flashing Beacons for Pedestrian Treatments.
83. Motorist Yielding to Pedestrians at Unsignalized Intersections
84. Using the Rural Two-Lane Highway Draft Prototype Chapter
85. Operation and Safety of Right-Turn Lane Designs
86. Another Look at Pedestrian Walking Speed
87. Exploration of Pedestrian Gap-Acceptance Behavior at Selected Locations
88. Selection of Design Speed Values
89. Design Factors That Affect Driver Speed on Suburban Streets
90. Safety Effects of Limited Stopping Sight Distance on Crest Vertical Curves
91. Driver Braking Performance in Stopping Sight Distance Situations
92. New Stopping Sight Distance Model for Use in Highway Geometric Design
93. Effects of Horizontal Curvature on Driver Visual Demand
94. Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways
95. Speed-Profile Model for Two-Lane Rural Highways
96. Operating Speed on Crest Vertical Curves with Limited Stopping Sight Distance
97. Violations at Gated Highway–Railroad Grade Crossings
98. Speed Variability on Rural Two-Lane Highways
99. Relationship to Safety of Geometric Design Consistency Measures for Rural Two-Lane Highways
100. Driver Perception–Brake Response in Stopping Sight Distance Situations
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