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Bus Service Reliability Developing new performance measures Unreliability Vs. Bus Bunching. Meead Saberi K. meead@pdx.edu. Bus Trip Autopsy. Bus Trip Autopsy Unreliability sources. Delay in Arriving. Dwell time. Clearance time. Non-stop trip. Non-stop trip. Bus stops and opens the door.
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Bus Service ReliabilityDeveloping new performance measuresUnreliability Vs. Bus Bunching Meead Saberi K. meead@pdx.edu
Bus Trip AutopsyUnreliability sources Delay in Arriving Dwell time Clearance time Non-stop trip Non-stop trip Bus stops and opens the door Bus closes the door and is ready to leave Bus leaves
Study Area Data: Tuesday, February 1, 2001 105 scheduled trips per weekday 64 stops Scheduled trip times range 40-45 minutes Scheduled headways range 3-55 minutes
Route-Level Trip Time(inbound trip) Average trip time = 42:03 Standard deviation = 05:11 Coefficient of Variation = 0.12 90th% - 40th% (Layover) = 08:51
Route-Level Trip Time(outbound trip) Average trip time = 45:25 Standard deviation = 07:58 Coefficient of Variation = 0.17 90th% - 40th% (Layover) = 16:31
Current Reliability MeasuresProposed by HCM and TCQSM On-Time Performance Headway Adherence Stop-level Delay = Actual Arrive Time – Scheduled Arrive Time Stop-level Delay = Actual Headway – Scheduled Headway
Current Reliability MeasuresProposed by HCM and TCQSM On-Time Performance Stop-level Delay = Actual Arrive Time – Scheduled Arrive Time
Current Reliability MeasuresProposed by HCM and TCQSM Headway Adherence Stop-level Delay = Actual Headway – Scheduled Headway
Current Reliability MeasuresProposed by HCM and TCQSM Why current measures, based on coefficient of variation and simply counting the number of late buses, do not tell the whole story? Based on preliminary analysis of empirical data, delay distribution both in terms of headway for frequent services and scheduled arrival time for not frequent services is often wide and skewed specially when congestion occurs. Large delays cause “bus bunching”, no matter what the delay source is and in which link it occurs. To find out the possible delay source(s), link level analysis should be done to find the “problem causing” link in terms of variation in travel time. A stop level analysis should also be done to measure reliability.
New Reliability Measure %100 Early %50 Early & %50 Late %100 Late Which distribution is ideal from the perspective of a passenger?
New Reliability Measure Earliness Index All late All early
New Reliability Measure Slim Normal Wide Which distribution is ideal from the perspective of a passenger?
New Reliability Measure Width Index %90th %10th
A Real Example Average Headway = 13:30 Average Delay (sec) = 60 On-time Performance = %90.5 LOS grade = B Stop ID: 2609 Earliness Index Width Index For not frequent services “delay” should be used
A Real Example Average Headway = 6:41 Average Delay (sec) = 51 Headway Adherence = 0.41 LOS grade = E Stop ID: 2609 Earliness Index Width Index For frequent services “headway” should be used