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Evaluating Alternative Operations Strategies to Improve Travel Time ...

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SHRP 2 L11: Final Appendices<br />

Step 2 – Calculate the Certainty-Equivalent Value of Reliability<br />

A. Choose the appropriate option formulation (European Put option or American<br />

Put option).<br />

B. Determine the risk-free interest rate <strong>to</strong> be used in the analysis.<br />

C. Calculate the contract length, based on the 95 th percentile speed.<br />

D. Calculate the certainty-equivalent value of reliability for the roadway using the<br />

options formula.<br />

E. Convert the certainty-equivalent value from miles per hour <strong>to</strong> minutes per<br />

mile.<br />

A. Choose the appropriate option formulation (European Put option or American Put option).<br />

For this example, the European Put option was employed because:<br />

• The European Put option gives us the traveler’s value of reliability for each trip<br />

made, given the observed or expected speed variability. The value of unreliability<br />

can be multiplied by the number of commuters and work days <strong>to</strong> tell us the<br />

commuter value of unreliability for a period of time, appropriate for the evaluation<br />

of a strategy.<br />

• The European put option is selected since the option is formulated using a finite<br />

time horizon, where the option is exercised at the end of the option life (i.e., once<br />

the traveler has traversed the bridge segment.)<br />

B. Determine the risk-free interest rate <strong>to</strong> be used in the analysis. (A risk-free interest rate<br />

identifies the rate at which one is guaranteed a return on investment.)<br />

A value of 5.00% risk-free interest rate was assumed.<br />

Thus, r = 0.05<br />

C. Calculate the contract length, based on the 95 th percentile speed.<br />

The contract length (T-t), is calculated as the travel time <strong>to</strong> cover the segment at the 95 th<br />

percentile speed, determined using the mean log-speed and the standard deviation of the<br />

log-speed. For this example the lowest 5% speed is 23.65 mph and the segment length is 4<br />

miles. The contract length is expressed in years since the interest rate is an annual rate.<br />

D. Calculate the certainty-equivalent value of reliability for the roadway using the options<br />

formula.<br />

⎛ 60 /13.22 ⎞<br />

The certainty-equivalent value of reliability T − t = ⎜<br />

⎟×<br />

10 is calculated by first calculating three<br />

⎝365× 24×<br />

60 ⎠<br />

parameters: PV (<br />

T<br />

,) t , d1 and d2. PV (<br />

T<br />

,) t is calculated using the formula for volatility in finance, which<br />

represents the standard deviation of the log speed, divided by the square root of the contract<br />

length. The variables d1 and d2 are two points on the cumulative log-normal distribution,<br />

N(d), N(d1), and N(d2) are thus probabilities that the cumulative probability will be less than<br />

d1 or d2, respectively. In the Black Scholes formula, N(d2) is the probability the option will be<br />

exercised and N(d1) is called the option delta. It measures how the option value changes with<br />

volatility.<br />

SAMPLE PROBLEM-QUANTIFYING THE ECONOMIC BENEFIT OF IMPROVING TRAVEL-TIME RELIABILITY Page D-7

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