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Multimodal Level of Service Analysis for Urban Streets (2008) / Chapter Skim
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Pages 92-95

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 92...
... High auto and transit volumes can increase the probability of stopping. Pedestrian and bicycle volumes at intersections reduce the saturation flow rate, which reduces speed and increases stops.
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From page 93...
... XXX XXX XXX Drivew ay Conflicts/Mile XXX Vehicles Per Hour XXX XXX Vehicle Th rough Lanes XXX Auto Speed XXX XXX XXX XXX Percent Heavy Vehicles XXX XXX Pavement Condition XXX XXX XXX Width of Outside Lane XXX On-Street Parking Occupancy XXX XXX Cross Street Width XXX Pedestrian LOS Models Pedestrian Density XXX XXX Pedestrian-Bike Conflicts* XXX XXX XXX Width of Shoulder XXX Width of Outside Lane XXX On-Street Parking Occupancy XXX Presence of Trees XXX Sidew alk Width XXX Distance To Travel Lane XXX Vehicles Per Hour XXX XXX Vehicle Th rough Lanes XXX Average Vehicle Speed XXX XXX XXX XXX XXX XXX Right Turns On Red XXX XXX XXX XXX Cross Street Speed XXX XXX Cross Street Vehicles/Hour XXX XXX Cross Street Lanes XXX Crossing Delay XXX Right-T urn Channelization XXX Block Length XXX Signal Cy cle Length XXX XXX XXX XXX Signal Green Ti me XXX XXX XXX XXX "XXX" indicates that input variable is influenced by that factor.
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From page 94...
... , Width of Shoulder, Width of Outside Lane, OnStreet Parking Occupancy, Presence of Trees, Sidewalk Width, Distance To Travel Lane, Vehicles Per Hour, Vehicle Through Lanes, Average Vehicle Speed, Right-Turns on Red, Cross Street Speed, Cross Street Vehicles/Hour, Cross Street Lanes, Crossing Delay, Right-Turn Channelization, Block Length, Signal Cycle Length, Signal Green Time • Pedestrian Density (Computed according to HCM)
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From page 95...
... It is influenced by the facility design, auto and transit volumes, and the pedestrian volumes. • Signal Green Time is a facility control feature.
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Key Terms

  • xxx xxx
  • design feature
  • outside lane
  • speed xxx
  • cross street

  • xxx bus
  • xxx cross
  • lanes xxx
  • parking occupancy
  • facility design

  • lane xxx
  • xxx width
  • heavy pedestrian
  • street speed
  • percent heavy

  • volume volume
  • pedestrian volumes
  • occupancy xxx
  • xxx vehicle
  • xxx signal

  • length xxx
  • width xxx
  • input variable
  • saturation flow
  • street lanes

  • transit traffic
  • average degree
  • bus headway
  • auto stops
  • crossing delay


    • This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
    More information on Chapter Skim is available.