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Evaluating Alternative Operations Strategies to Improve Travel Time ...

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SHRP 2 L11: Final Report<br />

5.7.Lane<br />

Treatments<br />

Managed<br />

Lanes: High-<br />

Occupancy<br />

Vehicles (HOV<br />

) lanes, Highoccupancy<br />

Toll<br />

(HOT) lanes,<br />

Truck-only Toll<br />

(TOT) lanes<br />

Overall Cost Range* :Low - 200K but < 1 million<br />

High - >1 million<br />

Physical<br />

Bottlenecks,<br />

Fluctuation in<br />

Normal Traffic,<br />

Traffic<br />

Incidents<br />

Provides<br />

reduction in<br />

travel times up <strong>to</strong><br />

16%.<br />

Medium<br />

-High<br />

2-D<br />

Temporary signs are often used in work zones <strong>to</strong> update travelers of ongoing or expected changes<br />

in normal travel conditions.<br />

Geometric Design Treatments<br />

These treatments primarily apply <strong>to</strong> facilities with existing weaving sections and horizontal or<br />

vertical alignment deficiencies. In the case of weaving sections, these treatments apply primarily <strong>to</strong><br />

freeways. The improvement <strong>to</strong> or removal of weaving sections can be applied in any area (urban,<br />

suburban, and rural) where recurring congestion occurs. It can also be applied on a facility in need<br />

of higher safety performance - where crashes have been known <strong>to</strong> create non-recurring congestion<br />

conditions. The improvement of horizontal and/or vertical alignments is most-often applied in the<br />

case of older facilities of all types and settings.<br />

Signal Retiming/ Optimization<br />

This treatment can be applied at multiple intersections along arterials, on local roads, or at<br />

individual intersections. Because traffic signals can be found in urban, suburban, and rural settings,<br />

this treatment can be applied in all of the setting types. Typically, this treatment is applied <strong>to</strong><br />

address recurring congestion issues, but it has the flexibility <strong>to</strong> also be applied in non-recurring<br />

congestion situations <strong>to</strong> temporarily improve the flow of traffic (for example, through the<br />

implementation of a special-events timing plan).<br />

Advanced Transportation Au<strong>to</strong>mation Systems, Signal Priority, and Au<strong>to</strong>mated Vehicle<br />

Location (AVL)<br />

These three treatments have a variety of applications associated with them. In the case of an<br />

Advanced Transportation Au<strong>to</strong>mation System, the application would be limited <strong>to</strong> those facilities<br />

instrumented <strong>to</strong> au<strong>to</strong>mate all or part of the driving task for private au<strong>to</strong>mobiles, public<br />

transportation vehicles, commercial vehicles, and maintenance vehicles through cooperation with<br />

an intelligent infrastructure. Given the costs of instrumentation, this treatment is likely <strong>to</strong> include<br />

localized operations before regional operations are achieved. In the cases of Signal Priority and<br />

AVL, these treatments can be applied locally or regionally depending on the institutional<br />

frameworks in which they are deployed. Signal priority applications are typically limited <strong>to</strong> transit<br />

vehicle operations while AVL is commonly applied <strong>to</strong> a wider range of vehicle types including<br />

transit, fire, and emergency response vehicles.<br />

Ramp Metering, Ramp Closure<br />

The application of Ramp Metering is limited <strong>to</strong> freeway facilities and is most-commonly applied in<br />

larger urban areas. This treatment can be applied in locations where there is a need <strong>to</strong> control the<br />

manner and rate in which vehicles are allowed <strong>to</strong> enter a freeway. It also can overcome issues with<br />

safety and geometric design at merging sections on a freeway. Ramp closures are limited <strong>to</strong><br />

freeway facilities in most cases and are applicable in all areas (urban, suburban, and rural) where<br />

an operational benefit could be achieved through the closing of a ramp.<br />

OPERATIONS STRATEGIES AND TREATMENTS TO IMPROVE TRAVEL-TIME RELIABILITY Page 83

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