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Final Report - Pima Association of Governments

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High Capacity Transit System Plan - <strong>Final</strong> <strong>Report</strong> June 2009<br />

Appendix A<br />

Table A-2 On-Time Performance QOS<br />

QOS On-Time Percentage Comments*<br />

A 95.0-100.0% No more than 1 late transit vehicle every 2 weeks<br />

B 90.0-94.9% 1 late transit vehicle every week<br />

C 85.0-89.9% 3 late transit vehicles every 2 weeks<br />

D 80.0-84.9% 2 late transit vehicles every week<br />

E 75.0-79.9% 1 late transit vehicle every day<br />

F 0.75 Most vehicles bunched<br />

NOTE: This table differs from the corresponding table in the TCQSM.<br />

On‐Time Performance QOS reflects predictability: whether or not vehicles arrive at the scheduled<br />

time or within an acceptable window <strong>of</strong> time around the scheduled time (e.g., no more than five<br />

minutes after the scheduled time). On‐Time Performance QOS is calculated as the percentage <strong>of</strong><br />

arrivals that are “on time” within a certain span <strong>of</strong> time. The TCQSM suggests that the span is a<br />

minimum <strong>of</strong> 20 observations at a given stop. On‐time performance data can be obtained using<br />

automatic vehicle location (AVL) data or by manual ride‐checks.<br />

Headway Adherence QOS reflects the coefficient <strong>of</strong> variation <strong>of</strong> headways. The coefficient <strong>of</strong><br />

variation <strong>of</strong> headways represents the regularity <strong>of</strong> headways. It is calculated as follows:<br />

coefficient <strong>of</strong> variation<br />

<strong>of</strong> headways<br />

=<br />

standard deviation <strong>of</strong> headway deviations<br />

average scheduled headway<br />

In the above equation, headway deviation is the difference between the scheduled headway and<br />

the actual headway.<br />

A-3

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