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D R A F T Application of PARAMICS Simulation At a Diamond ...

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<strong>Application</strong> <strong>of</strong> <strong>PARAMICS</strong> <strong>Simulation</strong> at a <strong>Diamond</strong> Interchange Page 32<br />

Delay at Selected Movements <strong>of</strong> NB I-5 Ramp / Wilsonville Road<br />

60<br />

50<br />

46.8<br />

48.4<br />

40<br />

Delay (seconds)<br />

30<br />

21.9<br />

27.0<br />

HCS Delay (s)<br />

<strong>PARAMICS</strong> Delay (s)<br />

20<br />

13.6<br />

16.7<br />

14.4<br />

10<br />

10.2<br />

0<br />

1.2 1.1<br />

NBL WBT EBL EBT NBR<br />

Intersection Movement<br />

Figure 11 Intersection Movement Delay<br />

Portland State University Transportation Research Group 2002

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