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Oklahoma DOT - Predictive Analysis Configuration

Lauren Miller avatar
Written by Lauren Miller
Updated over a week ago

The Predictive Analysis application facilitates creating, managing, evaluating, and updating an agency’s Safety Performance Functions (SPFs) in an easily accessible interface.

Segments: Predictive Attributes

The following outlines Oklahoma’s chosen predictive attributes used to generate Optimal Fit SPF groupings for segments:

Functional Class

  • Interstate

  • Local

  • Major Collector

  • Minor Arterial

  • Minor Collector

  • Principal Arterial - Other

  • Principal Arterial - Other Freeways or Expressways

Urban/Rural

  • Rural

  • Urban/Municipal

Number of Lanes

  • 1

  • 2

  • 3

  • 4

  • 6

  • 8

  • 10

Requirements for Optimal Fit Creation

  • Minimum Crashes: 100

  • Minimum Segments: 50

Intersections: Predictive Attributes

The following outlines Oklahoma’s chosen predictive attributes used to generate Optimal Fit SPF groupings for intersections:

Number of Legs

  • 1 Leg

  • 2 Leg

  • 3 Legs

  • 4 Legs

  • 5 Legs

  • 6 Legs

  • 7 Legs

  • 8 Legs

  • 9 Legs

Control Type

  • Signal

  • Stop

  • Yield

Requirements for Optimal Fit Creation

  • Minimum Crashes: 100

  • Minimum Segments: 50

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