Traffic Assignment Flashcards

1
Q

It is the procedure used to determine the expected traffic volumes by determining the actual street and highway routes that will be used and the number of automobiles and buses that can be expected on each highway segment.

A

Traffic Assignment

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2
Q

It is able to precisely forecast the average daily or peak hour traffic volumes on each segment of the transportation system by allocating trips between various streets to highway or transit routes.

A

Traffic Assignment

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3
Q

BASIC APPROACHES of traffic assignment

A
  • DIVERSION CURVES
  • MINIMUM PATH ALGORITH
  • CAPACITY RESTRAINT
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4
Q

This method is similar in approach to a mode choice curve.

A
  • DIVERSION CURVES
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5
Q

This method assigns all trips to those links that comprise the shortest time path between the two zones, based on the theory that a motorist or transit user will select the quickest route between any O-D pair.

A
  • MINIMUM PATH ALGORITHM
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6
Q

A modification of the minimum path algortihtm.

A
  • CAPACITY RESTRAINT
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7
Q

This illustrates the traffic assignment process.

A
  • MINIMUM PATH ALGORITH
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8
Q

is a traffic management method focused on optimizing the entire transportation network by minimizing the overall “cost” of traffic, such as travel time, fuel consumption, and environmental impacts.

A

Total System Cost Assignment (TSCA)

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9
Q

aims to distribute traffic across multiple routes in a way that reduces congestion and improves efficiency across the system.

A

Total System Cost Assignment (TSCA)

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10
Q

TOTAL SYSTEM COST ASSIGNMENT cost elements

A
  • Travel time on each route.
  • Traffic volume (vehicles per hour).
  • Fuel and environmental costs associated with congestion.
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11
Q

TOTAL SYSTEM COST ASSIGNMENT objective

A

Minimize the Total System Cost

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12
Q

TOTAL SYSTEM COST ASSIGNMENT system optimum

A

TSCA routes some drivers onto less congested roads to reduce the total time and cost for all users.

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13
Q

The number of trips assigned to each link is compared with the capacity of the link to determine the extent to which link travel times have been increased by the additional volume placed on the formerly empty link.

A
  • CAPACITY RESTRAINT
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14
Q

The traffic between two routes is determined as a function of relative travel time or cost.

A
  • DIVERSION CURVES
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