NE T WORK ANALYS I S GIBSONTON AREA
Figure 29. Alternative Set 1 Overall Intersection Delay, AM and PM Peak
£ ¤ 301 V M M V V M
M V
PARK DR
MM VV
M V
Alafia River
£ ¤ 41
M V
M V
M V
Gibsonton Study Area
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
42
Made with FlippingBook Learn more on our blog