NE T WORK ANALYS I S GIBSONTON AREA
Figure 18. Existing + Committed Intersection Delay, AM 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
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
Summary Report
26
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