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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

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