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Transportation's Role in Reducing U.S. Greenhouse Gas Emissions ...

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Transportation’s <strong>Role</strong> <strong>in</strong> Reduc<strong>in</strong>g U.S. <strong>Greenhouse</strong> <strong>Gas</strong> <strong>Emissions</strong>: Volume 2<br />

An alternative “bottom-up” approach to estimat<strong>in</strong>g GHG benefits from signal<br />

optimization can be developed based on a signal tim<strong>in</strong>g evaluation conducted <strong>in</strong> Portland,<br />

Oregon. This study estimated that approximately 50 metric tons of CO2 were saved each<br />

year per traffic signal retimed <strong>in</strong> the city, although the study did not account for <strong>in</strong>duced<br />

demand effects. With approximately 3,300 traffic signals <strong>in</strong> the State, of which 70 percent<br />

could benefit from retim<strong>in</strong>g, the potential Statewide CO2 sav<strong>in</strong>gs would be 115,000 metric<br />

tons <strong>in</strong> one year (Peters, McCourt, and Hurtado, 2009). Further extrapolat<strong>in</strong>g these results<br />

to the entire United States, based on ITE’s estimate of 300,000 traffic signals, provides an<br />

estimated benefit of 11 mmt CO2e annually. This is somewhat higher than the top-down<br />

nationwide estimate for developed for Mov<strong>in</strong>g Cooler, which assumed phased<br />

implementation over time and a lower benefit per signal and accounted for <strong>in</strong>duced<br />

demand. 12<br />

Another important consideration is that the future effectiveness of traffic management<br />

strategies will depend upon vehicle technology. With hybrid and electric-drive vehicles,<br />

driv<strong>in</strong>g cycles have a much lesser impact on fuel consumption and emissions. For<br />

example, today’s hybrid-electric vehicles have urban fuel economy rat<strong>in</strong>gs that typically<br />

exceed highway fuel economy rat<strong>in</strong>gs. All of the benefits estimates cited above assume<br />

current vehicle technology, albeit with improved fuel economy under the basel<strong>in</strong>e<br />

assumptions described <strong>in</strong> Appendix A of this report.<br />

As previously noted, State and local agencies are at vary<strong>in</strong>g stages of deploy<strong>in</strong>g traffic<br />

management technologies. Some technologies (such as signal coord<strong>in</strong>ation and <strong>in</strong>cident<br />

management) are well-developed, and further widespread implementation could occur<br />

with<strong>in</strong> the next 5 to 10 years if f<strong>in</strong>ancial, <strong>in</strong>stitutional, and political barriers are overcome<br />

thereafter, for a total long-run elasticity of -0.8 (see Appendix A). An elasticity of -0.8 means that<br />

a 1 percent decrease <strong>in</strong> total travel costs will result <strong>in</strong> a 0.8 percent <strong>in</strong>crease <strong>in</strong> VMT.<br />

11 The 10 mmt figure reflects an adjustment to the Mov<strong>in</strong>g Cooler study results to account for the fact<br />

that the <strong>in</strong>duced demand effect may have been overstated compared to the estimates for capacity<br />

expansion and bottleneck relief strategies, which were based on different parameters. The Mov<strong>in</strong>g<br />

Cooler study estimated that 93 to 95 percent of the 2030 benefits of traffic management strategies<br />

would be offset by <strong>in</strong>duced demand, but only 70 to 80 percent of capacity expansion and<br />

bottleneck relief strategies. The difference appears to be at least <strong>in</strong> part due to the fact that<br />

<strong>in</strong>duced demand parameters for traffic operations strategies were not updated to be consistent<br />

with the f<strong>in</strong>al parameters used for capacity expansion and bottleneck relief strategies. Therefore,<br />

a range of <strong>in</strong>duced demand effects is shown here, and the range of GHG benefits for the “with<br />

<strong>in</strong>duced demand” case is adjusted to show a maximum benefit that reflects only a 70 percent<br />

reduction compared to the “without <strong>in</strong>duced demand” case.<br />

12 The Mov<strong>in</strong>g Cooler benefits for signal control management are based strictly on type of signal<br />

control, <strong>in</strong> <strong>in</strong>creas<strong>in</strong>g order of sophistication: pre-timed/actuated, central control, and real time<br />

traffic adaptive. Signals are assumed to be upgraded one level, with a coverage rate of up to 2,000<br />

miles of roadway per year. Delay sav<strong>in</strong>gs per signal without <strong>in</strong>duced demand are estimated to be<br />

<strong>in</strong> the range of 5 to 12 percent, much smaller than the 15 to 40 percent reported <strong>in</strong> the Portland<br />

study. These smaller delay sav<strong>in</strong>gs account for the fact that at high levels of delay (as the entire<br />

<strong>in</strong>tersection approaches exceeds capacity), improved signal tim<strong>in</strong>g will not result <strong>in</strong> GHG benefits<br />

because delay is controlled by capacity, rather than signal tim<strong>in</strong>g.<br />

4-22

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