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Geometric Design:
General Concept
CE331 Transportation Engineering
Objectives
 Maximize
 Comfort
 Safety
 Economy
 Minimize
 Environmental impacts
… Design a safe and efficient system
that addresses community and
environmental needs
Highway Classification
 Location
 Rural
 Urban
 Functional class
 Arterial (Principal
and Minor
 Collector (Major
and Minor)
 Local
 Designation
 Interstate
 Federal
 State
 County
 Local
Functional Class - example
Prin. Arterial
Minor Arterial
Collector
Some Characteristics
 Major Arterial
 Minor Arterial
 Collectors
 Local roads
Veh-miles
Lane-miles
Mobility
Accessibility
Think of it like this: as you move from local
roads upwards in functional classification
towards major arterials, what happens to
each of these 4 measures? Answer:
vehicle miles and mobility go up. Lane
miles and accessibility go down.
Mobility vs. Accessibility
Arterial
Collectors
Locals
Mobility
Land
Access
What?
What Affects Highway
Design?
 Human, vehicle characteristics
 Expected volume and its composition
 Topography of the area
 Functional classification
 Level-of-service to be provided
 Land use and environmental factors
 Community concerns
 Funding
Basic Terms
 Design Hourly Volume (DHV)
 Expected number of vehicles in one hour in both
directions
 Directional Design Hourly Volume (DDHV)
 Expected number of vehicles in one hour in one
direction
 Average Daily Traffic (ADT)
 Number of vehicles in 24 hours in both directions
 Average Annual Daily Traffic (AADT)
 Number of vehicles in 24 hours in both directions
Basic Terms (cont’d)
 Design Speed
 Choice speed to design for while
balancing safety, mobility, community
issues, and environmental concerns
 Operating Speed
 Average speed people drive
with comfort
 Speed limit
 Maximum legal speed
Basic Terms (cont’d)
 Design Vehicle
 Group of vehicles selected for
establishing design control on highways
with typical physical and operational
characteristics
 General classes:
• Passenger car
• Bus
• Truck
• Recreational vehicle
Design Vehicles
Which one?
Largest with reasonable frequency
?
Roadway Cross Section
Shoulder
Shoulder Traveled way Traveled way
Roadway
Roadway
Clear Zone
Clear Zone
Right of Way
Median
Cross Section Components
Cross Section Components
Travel Lanes
 Purpose
 Width
 10-12 feet
 Arterials and freeway 12 feet
 Cross slope
Always?
Shoulders
 Purpose
 Refuge area
 Recovery area
 Pavement support
 Width
 2-12 feet
 Slope
 2-4%
Median
 Purpose
 Divide traffic
 Recovery area
 Storage area
 Refuge area
 Aesthetics
 Width
 Varied
 Types
 Raised
 Flush
 Depressed
Right-Of-Way
 Total land required for the construction of the
highway
 Needs to be wide enough to accommodate all
the elements of highway cross section and
planned widening of the highway, and all
public utility facilities to be installed along the
highway
 Example:
 2-lane urban collector streets: 40-60ft
 2-lane urban arterials: 84ft
Highway Alignment
 Not all roads are straight and level
 Vertical components
 Grades
 Curves
 Horizontal components
 Tangents
 Curves

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design-2-generalCpt.ppt

  • 1. Geometric Design: General Concept CE331 Transportation Engineering
  • 2. Objectives  Maximize  Comfort  Safety  Economy  Minimize  Environmental impacts … Design a safe and efficient system that addresses community and environmental needs
  • 3. Highway Classification  Location  Rural  Urban  Functional class  Arterial (Principal and Minor  Collector (Major and Minor)  Local  Designation  Interstate  Federal  State  County  Local
  • 4. Functional Class - example Prin. Arterial Minor Arterial Collector
  • 5. Some Characteristics  Major Arterial  Minor Arterial  Collectors  Local roads Veh-miles Lane-miles Mobility Accessibility Think of it like this: as you move from local roads upwards in functional classification towards major arterials, what happens to each of these 4 measures? Answer: vehicle miles and mobility go up. Lane miles and accessibility go down.
  • 8.
  • 9. What Affects Highway Design?  Human, vehicle characteristics  Expected volume and its composition  Topography of the area  Functional classification  Level-of-service to be provided  Land use and environmental factors  Community concerns  Funding
  • 10. Basic Terms  Design Hourly Volume (DHV)  Expected number of vehicles in one hour in both directions  Directional Design Hourly Volume (DDHV)  Expected number of vehicles in one hour in one direction  Average Daily Traffic (ADT)  Number of vehicles in 24 hours in both directions  Average Annual Daily Traffic (AADT)  Number of vehicles in 24 hours in both directions
  • 11. Basic Terms (cont’d)  Design Speed  Choice speed to design for while balancing safety, mobility, community issues, and environmental concerns  Operating Speed  Average speed people drive with comfort  Speed limit  Maximum legal speed
  • 12. Basic Terms (cont’d)  Design Vehicle  Group of vehicles selected for establishing design control on highways with typical physical and operational characteristics  General classes: • Passenger car • Bus • Truck • Recreational vehicle
  • 13. Design Vehicles Which one? Largest with reasonable frequency
  • 14. ?
  • 15. Roadway Cross Section Shoulder Shoulder Traveled way Traveled way Roadway Roadway Clear Zone Clear Zone Right of Way Median
  • 18. Travel Lanes  Purpose  Width  10-12 feet  Arterials and freeway 12 feet  Cross slope Always?
  • 19. Shoulders  Purpose  Refuge area  Recovery area  Pavement support  Width  2-12 feet  Slope  2-4%
  • 20. Median  Purpose  Divide traffic  Recovery area  Storage area  Refuge area  Aesthetics  Width  Varied  Types  Raised  Flush  Depressed
  • 21. Right-Of-Way  Total land required for the construction of the highway  Needs to be wide enough to accommodate all the elements of highway cross section and planned widening of the highway, and all public utility facilities to be installed along the highway  Example:  2-lane urban collector streets: 40-60ft  2-lane urban arterials: 84ft
  • 22. Highway Alignment  Not all roads are straight and level  Vertical components  Grades  Curves  Horizontal components  Tangents  Curves