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Draft Environmental Impact Report - California Off Highway Vehicle ...

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Clay Pit State Vehicular Recreation Area<br />

February 2012 4-10 <strong>Draft</strong> EIR<br />

TABLE 4­4. YEAR 2030 INTERSECTION LEVELS OF SERVICE<br />

Location Control<br />

Weekday<br />

PM Peak Hour<br />

LOS<br />

2030 No Project 2030 plus Project<br />

Average<br />

Delay 1<br />

Saturday<br />

Afternoon<br />

LOS Average<br />

Delay 1<br />

Weekday<br />

PM Peak Hour<br />

LOS Delay 1<br />

Saturday<br />

Afternoon<br />

Increase<br />

LOS Delay1<br />

In Delay1 SR 162/SR 99 Signal C 25.0 B 16.9 C 25.0 0.0 B 16.9 0.0<br />

SR 162/Larkin Road<br />

WB left turn<br />

EB left turn<br />

SB approach<br />

NB approach<br />

Challenger Ave/Larkin Road<br />

NB left turn<br />

SB left turn<br />

Eastbound approach<br />

Westbound approach<br />

OHV Access/Larkin Road<br />

SB left turn<br />

WB approach<br />

Airport Park/Larkin Road<br />

SB left turn<br />

WB approach<br />

NB left turn<br />

EB approach<br />

Hamilton Road/Larkin Road<br />

NB left turn<br />

EB approach<br />

NB, SB stop<br />

EB, WB stop<br />

WB stop<br />

EB stop<br />

EB stop<br />

A<br />

A<br />

F<br />

C<br />

A<br />

A<br />

C<br />

B<br />

A<br />

B<br />

‐<br />

‐<br />

A<br />

C<br />

A<br />

B<br />

9.1<br />

7.8<br />

>300.0<br />

21.6<br />

8.1<br />

8.5<br />

21.7<br />

12.9<br />

8.3<br />

13.3<br />

‐‐<br />

‐‐<br />

8.1<br />

20.5<br />

7.9<br />

11.7<br />

A<br />

A<br />

D<br />

B<br />

A<br />

A<br />

B<br />

B<br />

8.3<br />

7.7<br />

31.4<br />

11.8<br />

7.6<br />

7.7<br />

11.2<br />

10.1<br />

A<br />

A<br />

F<br />

C<br />

A<br />

A<br />

C<br />

B<br />

9.1<br />

7.8<br />

>300.0<br />

21.8<br />

Notes: EB = eastbound; LOS = levels of service; NB = northbound; OHV = off‐highway vehicle; SB = southbound; SR = State Route; WB = westbound.<br />

1 Delays measured in seconds.<br />

Source: Data provided by KD Anderson & Associates in 2011.<br />

A<br />

A<br />

‐<br />

‐<br />

A<br />

B<br />

A<br />

B<br />

7.7<br />

10.0<br />

‐‐<br />

‐‐<br />

7.7<br />

11.2<br />

7.6<br />

10.5<br />

A<br />

A<br />

A<br />

B<br />

A<br />

D<br />

A<br />

B<br />

8.1<br />

8.5<br />

21.8<br />

12.9<br />

0.0<br />

0.0<br />

7.8<br />

12.7<br />

8.1<br />

26.0<br />

7.9<br />

11.7<br />

0.0<br />

0.0<br />

NA<br />

0.2<br />

0.0<br />

0.0<br />

0.1<br />

0.0<br />

0.0<br />

0.0<br />

7.8<br />

12.7<br />

0.0<br />

5.5<br />

0.0<br />

0.0<br />

A<br />

A<br />

D<br />

B<br />

A<br />

A<br />

B<br />

B<br />

A<br />

A<br />

A<br />

B<br />

A<br />

B<br />

A<br />

B<br />

8.3<br />

7.7<br />

32.4<br />

11.9<br />

7.6<br />

7.7<br />

11.3<br />

10.2<br />

0.0<br />

0.0<br />

7.6<br />

10.1<br />

7.7<br />

12.2<br />

7.6<br />

10.5<br />

Increase<br />

In Delay 1<br />

0.0<br />

0.0<br />

1.0<br />

0.1<br />

0.0<br />

0.0<br />

0.1<br />

0.1<br />

0.0<br />

0.0<br />

7.6<br />

10.1<br />

0.0<br />

1.0<br />

0.0<br />

0.0<br />

4.0 Cumulative Analysis

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