NE T WORK ANALYS I S GIBSONTON AREA
Figure 39. Alternative Set 3 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
54
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