Figure 16. Existing + Committed Volume to Capacity (V/C) Ratio, AM Peak
PARK DR
Alafia River
£ ¤ 41
£ ¤ 301
GIBSONTON DR
E+C AM Peak Period Volume/Capacity (v/c)
PALM AVE
Heavily Congested (1.11 - 3.1 v/c) Congested (1.01 - 1.10 v/c) At Capacity (0.90 - 1.00 v/c) Not Congested (0.00 - 0.90 v/c)
SYMMES RD
1 Miles ¯
0
0.5
23
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