Gibsonton Area Network Analysis

Figure 19. Existing + Committed Intersection Delay, PM Peak

PARK DR

Alafia River

£ ¤ 41

Gibsonton Study Area

£ ¤ 301

Intersection Approach Delay (sec.) Signalized Unsignalized Significant Roadways

GIBSONTON DR

0 4

Peak Period Approach Direction 0 PM AM 4 SB WB EB

PALM AVE

Free Flow

0 - 10 0 - 10

0 - 10 0 - 10

10 - 20

10 - 15

SYMMES RD

Stable Flow

NB

20 - 35

15 - 25

No Approach Present

35 - 55

25 - 35

Over Capacity

> 55

> 35

1 Miles ¯

0

0.5

27

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