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(Blue Diamond Road) Corridor Study - Regional Transportation ...

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6. SR-160 <strong>Corridor</strong> Improvement Plan RTC SR-160 <strong>Corridor</strong> <strong>Study</strong><br />

6.2 FUTURE HIGHWAY LANE CONFIGURATION<br />

Initially, there will likely be no special transit features along SR-160 between intersections;<br />

transit vehicles would proceed with the flow of traffic in the general traffic lanes.<br />

If the level of traffic eventually warrants,<br />

however, bus-only lanes could be<br />

provided in the 200-foot wide corridor<br />

without compromising any of the general<br />

traffic lanes or the bike lanes. Transit-only<br />

lanes, as shown in EXHIBIT 6-1, would be<br />

located between the slow lanes and the 5<br />

foot bike lanes. At signaled intersections,<br />

the lanes could flow into a queue-jumping<br />

lane, a dedicated lane that enables buses<br />

to proceed through an intersection ahead<br />

of general traffic.<br />

EXHIBIT 6-1: Dedicated Bus Lanes<br />

Transit-only lanes would likely be combined with lanes used to access commercial driveways<br />

along SR-160. Due to the frequent signals and cross traffic, making the transit-only lanes<br />

available to all HOVs would not be feasible. Bus stops along the SR-160 corridor are<br />

recommended at intermediate locations between Park & Ride facilities. They would<br />

generally be located on the far (exit) side of intersections, and would be located out of the<br />

general traffic lanes except in Segment 1. This subject is addressed in greater detail in<br />

Section 7. A typical cross-section of SR-160 at an intersection is shown for Arville Drive in<br />

EXHIBIT 6- at the end of this section.<br />

6.3 SIGNALED INTERSECTION CONFIGURATION<br />

NDOT is still refining the list of intersections on SR-160 that will be signalized. The intersections<br />

that have been identified for signaling within the study corridor at this time are as<br />

shown in EXHIBIT 6-2 below 10 . Most, if not all, of the intersections on the transit corridor<br />

would include the ability to implement some form of Bus Signal Priority (TSP).<br />

EXHIBIT 6-2: Signaled Intersections<br />

No. Cross Street Bus Movement Recommended Configuration<br />

1 Las Vegas<br />

EB SR-160 to NB LV<br />

TSP for left turn from EB SR-160<br />

Boulevard<br />

Boulevard and vice versa onto NB Las Vegas Boulevard<br />

2 I-15 Straight through TSP both EB and WB<br />

10 Not all of these intersections are officially programmed to be signaled upon the initial widening of SR-160,<br />

although NDOT indicates that further traffic studies will likely result in the vast majority receiving signals.<br />

6-3

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