Figure 38. Alternative Set 3 Intersection Delay, PM Peak
PARK DR
Alafia River
£ ¤ 41
Gibsonton Study Area
£ ¤ 301
Intersection Approach Delay (sec.) Signalized Unsignalized Significant Roadways
GIBSONTON DR
4
Approach Direction
PALM AVE
Free Flow
0 - 10
0 - 10
4 SB
10 - 20
10 - 15
EB
WB
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
53
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