Application of New Pedestrian Level of Service Measures - sacog
Application of New Pedestrian Level of Service Measures - sacog
Application of New Pedestrian Level of Service Measures - sacog
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<strong>Application</strong> <strong>of</strong> <strong>New</strong> <strong>Pedestrian</strong> <strong>Level</strong> <strong>of</strong> <strong>Service</strong> <strong>Measures</strong><br />
SACOG<br />
each segment. The MMLOS model is calibrated for signalized intersections. Therefore, only<br />
segments with signalized intersections were analyzed with the MMLOS model. The full<br />
technical MMLOS model methodology can be found in Appendix A.<br />
<strong>Pedestrian</strong> Performance <strong>Measures</strong> (PPM) Model Methodology<br />
The second model used comes from Transportation Research Record 1538, entitled “Bicycle<br />
and <strong>Pedestrian</strong> <strong>Level</strong>‐<strong>of</strong>‐<strong>Service</strong> Performance <strong>Measures</strong> and Standards for Congestion<br />
Management Systems.”<br />
Unlike the MMLOS model, which uses complex and detailed formulas to evaluate pedestrian<br />
facilities, the PPM model uses a simple point system (0‐21) that assigns a certain value to<br />
each criterion. Facilities earn points based on the number <strong>of</strong> criteria they meet. Like the<br />
MMLOS model, the PPM model considers more than one mode (pedestrian and bicycle), but<br />
this <strong>Pedestrian</strong> <strong>Level</strong> <strong>of</strong> <strong>Service</strong> Analysis only reports the pedestrian score. Also like the<br />
MMLOS model, the PPM model output is a numerical value that must be translated into a<br />
letter grade LOS. See Exhibit E below for the numerical values that coincide with each LOS<br />
letter grade.<br />
The PPM model considers the following factors:<br />
Presence, condition, and width <strong>of</strong><br />
the pedestrian facility/sidewalk<br />
Maintenance issues with the<br />
pedestrian facility/sidewalk<br />
Curb cuts<br />
Number <strong>of</strong> driveways and side<br />
streets per mile<br />
Delay crossing side streets<br />
Conflict with left‐ and right‐turning<br />
vehicles<br />
Side street crossing width<br />
<br />
<br />
<br />
<br />
<br />
<br />
Posted speed limit<br />
Presence <strong>of</strong> median<br />
Buffer between vehicle traffic and<br />
pedestrians<br />
<strong>Pedestrian</strong> amenities (benches,<br />
lighting, shade trees)<br />
Automobile LOS<br />
Transportation Demand<br />
Management (TDM) programs and<br />
treatments<br />
The scoring rubric for the PPM model is shown in Exhibit F. For a full description <strong>of</strong> the<br />
criteria used in the PPM model, see Appendix B.<br />
Exhibit E: LOS Letter Grade Numerical Equivalent<br />
Score<br />
LOS<br />
Model > 17<br />
A<br />
17 >= Model > 14 B<br />
14>= Model > 11 C<br />
11 >= Model > 7 D<br />
7 >= Model >3 E<br />
Model