Gibsonton Area Network Analysis

NE T WORK ANALYS I S GIBSONTON AREA

Figure 34. Alternative Set 2 Overall Intersection Delay, AM and PM Peak

M V V M M V £ ¤ 301

M V

PARK DR

M V

Alafia River

M V

£ ¤ 41

M V

M V

Gibsonton Study Area

M V

M V

M M V V V M M

M V

Intersection Approach Delay (sec.) Signalized Unsignalized Significant Roadways

GIBSONTON DR

M

0

Peak Period

PALM AVE

Free Flow

0 - 10

0 - 10

0 PM AM

M V

10 - 20

10 - 15

M

SYMMES RD

Stable Flow

20 - 35

15 - 25

M

35 - 55

25 - 35

Over Capacity

> 55

> 35

1 Miles ¯

0

0.5

Summary Report

48

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