CIVL 340
TRANSPORTATION ENGINEERING I
REVIEW
• The Vehicle
• The Driver
• Traffic Flow Theory
• Geometric Design of Highways
• Freeway Capacity Analysis
• Basic Segments, Weaving Sections, Ramp Junctions
• Two Lane Highway Capacity
• Intersection Control and Design
• Traffic Safety
TRAFFIC FLOW THEORY
• Traffic Flow Parameters
• Speed, Flow, Density, Occupancy, Spacing, and Headway
• q=kv
• Macroscopic Models of Traffic Flow
vf
Greenshields v = vf − ( )k
kj
Greenberg k = k j e− v / v m
• Shock waves
• Microscopic Models of Traffic Flow
• General Motors’ Theories
response = func(sensitivity, stimuli)
FREEWAY CAPACITY ANALYSIS
• Freeway Components:
Basic Freeway Sections
Weaving Sections
Ramp Junctions
• Freeway Capacity: is the maximum 15-minute rate of flow that can be
accommodated by a uniform freeway segment under prevailing traffic
and roadway conditions.
Basic Freeway Segments
• Ideal Conditions for Capacity Analysis
• 12ft lanes, 6 ft lateral clearance, passenger cars, typical
weekday commuters in urban area
Weaving Sections
• Weaving Configuration Types
TWO LANE HIGHWAY CAPACITY
Intersection Control and Design
• Types of Intersection Control
• Types of Signal Control
• Clearance Time and The Dilemma Zone
• Minimum Cycle Length for Pedestrian Crossing
• Signal Coordination (Offsets)
• Fully Actuated Signals (Min G, Max G, Green extension)
• Webster’s Method
• Random Vehicle Arrival
• Saturation Flow and Lost Time
Traffic Safety
• Importance of Reducing Accident Costs
• Highway Safety Improvement Programs (HSIPs)
• Accident Prone Locations
• Accident Frequency, Rate and Severity
• Accident Critical Rates
• Rate Quality Control Technique
• Assigning Values to Accidents
• Human Capital Cost
• Willingness to Pay
CWL 340- Final Examination
April1999 PageS
Marks Traffic Safety and ITS
(10) The average accident rate for urban 4-way STOP controlled intersections in the City of Vancouver
is 0,6 acc/mev. You are analyzing two urban 4-way STOP controlled intersections in Vancouver
with the following characteristics:
No. of Accidents/3 years Total Entering Vehicles
Intersection A 10 8,000
Intersection B 12 11,000
- Determine whether these intersections are accident prone.
(6) Briefly discuss the benefits anticipated from using ITS technologies.