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Chapter 1 - Caltrans - State of California

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Potentially Restricted<br />

Movement<br />

NO BUILD<br />

Time/Veh (min)<br />

<strong>Chapter</strong> 3 Comments and Coordination<br />

BUILD<br />

Time/Veh (min)<br />

Change<br />

Time/Veh (min)<br />

AM PM AM PM AM PM<br />

Mussel Eastbound Left 5 20 7 8 +2 -12<br />

Shoals Northbound Left 2 3 7 7 +5 +4<br />

La Westbound Left 9 4 7 7 -2 +3<br />

Conchita Southbound Left 5 4 8 8 +3 +4<br />

Notes:<br />

Reroute speeds: LOS A, B & C = 65 mph, LOS D = 50 mph & LOS E, F = 35 mph<br />

Travel time rounded to the nearest minute<br />

Source Fehr and Peers Traffic Analysis Report July 2008<br />

While median closures impact the ability to make U-turns at Tank Farm, as allowed<br />

under existing conditions, it is not possible to quantify "reroute delay" due to the nature<br />

<strong>of</strong> movement. Vehicles making U-turns at this location may do so for a number <strong>of</strong><br />

reasons, and assumptions regarding the intent, origin, or destination would be<br />

speculative. Therefore, no reroute delay is reported for drivers impacted by the median<br />

closure at Tank Farms. Additionally, 2015 NO BUILD intersection peak hour volumes<br />

in Appendix B illustrates that the number <strong>of</strong> vehicles projected for this maneuver in 2015<br />

is relatively small, and the impact to these trips is negligible compared to the overall<br />

benefit <strong>of</strong> the project.<br />

Table 2.1-18<br />

Year 2035 travel Time Changes with & without median closures (Reroute)<br />

Potentially Restricted<br />

Movement<br />

Detour<br />

Distance<br />

NO BUILD<br />

Time/Veh (min)<br />

BUILD<br />

Time/Veh (min)<br />

Change in Travel Time<br />

Time/Veh (min)<br />

(miles) AM PM AM PM AM PM<br />

Mussel Eastbound Left 3.1 2 80 4 5 +2 -75<br />

Shoals Northbound Left 5.4 - 9 7 5 +7 -4<br />

La Westbound Left 4.3 36 8 7 5 -29 -3<br />

Conchita Southbound Left 4.3 5 1 5 4 0 +3<br />

Notes:<br />

Reroute speeds: LOS A, B & C = 65 mph, LOS D = 50 mph & LOS E, F = 35 mph<br />

Travel time rounded to the nearest minute<br />

Fehr and Peers Traffic Analysis Report July 2008<br />

Table 2.1-18 summarizes the additional travel time experienced by drivers who reroute<br />

because <strong>of</strong> median closures compared to the delay they would incur under 2035 No Build<br />

conditions. Because <strong>of</strong> the heavy peak direction flows on U.S. 101, the ability to turn left<br />

out <strong>of</strong> La Conchita and Mussel Shoals depends on the time <strong>of</strong> day. Under No build<br />

conditions, a left-turning driver at Mussel Shoals attempting to go northbound on U.S.<br />

101 is expected to experience much higher delay during the PM peak compared to the<br />

AM peak period. Under Build conditions, the additional travel time incurred during the<br />

86 IS/EA VEN-SB US101 HOV Project

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