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Project Level Analyses

Figure II-7. Operating Mode Distribution – Freeway to Freeway Interchange – V/C Ratio 1.00

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Aggregated Operating Mode Fraction

V/C Ratio

Merge area

On-ramp

Downstream

Upstream

Braking

0.03

0.03

0.02

0.17

Idling

0.00

0.00

 

0.02

Low Speed Coasting; 1<=Speed<25

0.42

0.44

0.00

0.16

Cruise/Acceleration 1<=Speed <25

0.53

0.53

0.01

0.37

Moderate Speed Coasting; 25<=Speed<50

0.00

0.00

 

0.07

Cruise/acceleration; 25<=Speed <50

0.03

0.00

0.29

0.16

Cruise/acceleration; 50<=Speed

0.00

0.00

0.69

0.05

Updated: 6/28/2017
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