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Transportation

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Transportation Chapter 14 Freeway interchange of the 405 and 105 in Los Angeles, California Transportation Demand Factors Trip generation Trip distribution and trip ... – PowerPoint PPT presentation

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Title: Transportation


1
Transportation
  • Chapter 14

2
Freeway interchange of the 405 and 105 in Los
Angeles, California
3
Transportation Demand
  • Factors
  • Trip generation
  • Trip distribution and trip scheduling
  • Modal choice and route assignment
  • Vehicle occupancy, and
  • Trip frequency
  • Equilibrium quantity where private marginal
    benefits private marginal costs

4
Transport demand and marginal cost with increased
road capacity
5
Estimating Travel Demand
  • Travel is derived from the benefits created by
    the trip.
  • Joyriding is hard to predict
  • Commutes
  • Life cycle patterns

6
Modal choice
  • Trip rate models forecast average number of
    trips per person based on national survey data
    (least accurate, inexpensive)
  • Aggregate simulation models estimate demand for
    trips based on aggregate demand factors
  • Disaggregate modal choice models use multinomial
    Logit to analyze individual survey data (most
    accurate, costly)

7
Marginal costs of travel
  • Private costs
  • Gas, oil, maintenance,
  • Time costs,
  • Ease of trip chaining
  • Social costs
  • Delays imposed on others
  • Pollution
  • Road damage
  • Congestion
  • Probability of accident

8
Transportation Supply
  • Highways
  • Parkinsons Second Law applied to traffic
    Peak-hour traffic congestion rises to meet
    maximum capacity.
  • Because of negative externalities, the socially
    optimal quantity of road usage is less than the
    privately determined choice because drivers are
    not paying the total cost of the trip

9
Trip unit
  • Standard measurement of quantity
  • PCE passenger car equivalents
  • Number of passenger cars that correspond to a
    particular type of vehicle under prevailing road
    and traffic conditions
  • Depends on traffic volume
  • Single unit trucks are up to 1.37 trip units
  • Combination trucks range up to 2.18 trip units
  • Quantity PCE per lane per hour
  • Social cost estimation

10
Transport demand and marginal cost
11
Transport demand and marginal cost with increased
road capacity
12
Congestion relief
  • Limit parking
  • Permits better use of land
  • Doesnt reduce congestion
  • Parking spills over to adjacent neighborhoods
  • Weak correlation between parking and congestion
  • Parking policies do not affect quantity of
    drive-through traffic
  • Workers who come early or stay late are penalized
  • Fewer parking spaces decreases punctuality and
    creates more cruising

13
Gasoline taxes
  • In 2000, combined federal/state gasoline taxes in
    US averaged 40 per gallon average car ran 20
    miles on a gallon of gas pseudo toll is of 2
    per mile
  • Calculated size of externality per rush-hour trip
    in 1989 10 to 23
  • Gasoline taxes control urban sprawl
  • Ineffective tool for decreasing congestion
  • High incidence on rural commuters

14
Variable tolls
  • Optimal toll varies with traffic density
  • Drivers should know level of toll and have
    alternative route available
  • Regressive tax born by workers with strict time
    clocks
  • Electronic road pricing
  • Smart cards
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