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Evaluating Alternative Operations Strategies to Improve Travel Time ...

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SHRP 2 L11: Final Appendices<br />

Figure B.5 - Diurnal Speed and Speed Variability<br />

The Solution<br />

The variability in the a.m. peak period in the northbound direction on the facility generates costs<br />

that are borne by the users of the facility. The cost of the travel-time variability can be converted <strong>to</strong><br />

a certainty-equivalent value, which tells us the additional time mo<strong>to</strong>rists are willing <strong>to</strong> spend on the<br />

facility if only the variability in travel times could be eliminated. This certainty-equivalent value of<br />

unreliability can then be converted <strong>to</strong> real dollar values by applying the user’s value of time.<br />

Data Needs<br />

• High-resolution speed data<br />

• Volume data by vehicle type<br />

Cautions<br />

• Applicable <strong>to</strong> data for which travel-time variation can be suitably characterized by the lognormal<br />

distribution<br />

Procedure<br />

• The steps involved in the calculation are outlined below:<br />

Step 1 – Characterize the Recurring Congestion Problem<br />

A. Obtain speed data for each 5-minute interval (or other appropriate interval).<br />

B. Calculate the average speed and the standard deviation of the log of speed.<br />

C. Construct log-normal distribution using the log mean and log standard deviation of the<br />

speed <strong>to</strong> confirm the speed data are log-normally distributed.<br />

Step 1 – Characterize the Recurring Congestion Problem<br />

DETERMINING THE ECONOMIC BENEFITS OF IMPROVING TRAVEL-TIME RELIABILITY Page B-41

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