Figure 46. Alternative V/C Performance Comparison, PM Peak
EB Lumsden Rd E+C+LP 1.39 E+C 1.31 Alt 1 1.07 Alt 2 1.15 Alt 3 1.08 Alt 4 1.20 Alt 5 1.22 Alt 6 1.08 Alt 7 1.22 Alt 8 1.00
Percent Change in V/C Compared to E+C+LP Condition - > 50% - 30-50% - 10-30% No Change -10% to +10% Reduction
+10-30% + 30-50% + > 50%
SB Lithia Pinecrest Rd E+C+LP 1.07 E+C 1.47 Alt 1 1.48 Alt 2 1.37 Alt 3 1.26 Alt 4 1.20 Alt 5 0.80 Alt 6 0.81 Alt 7 0.90 Alt 8 0.92
Increase
Level of Congestion Based on V/C Ratio
<0.9 = not congested 0.9 to 1.0 = at capacity >1.0 = congested
SB Lithia Pinecrest Rd E+C+LP 0.95 E+C 1.38 Alt 1 1.35 Alt 2 1.33 Alt 3 1.29 Alt 4 1.31 Alt 5 1.11 Alt 6 1.18 Alt 7 1.23 Alt 8 1.26
EB Fishhawk Blvd E+C+LP 0.97 E+C 1.42 Alt 1 0.77 Alt 2 0.78 Alt 3 0.80 Alt 4 0.79 Alt 5 0.80 Alt 6 0.67 Alt 7 0.66 Alt 8 0.67
EB Bloomingdale Ave E+C+LP 1.19 E+C 1.24 Alt 1 1.28 Alt 2 1.27 Alt 3 1.27 Alt 4 1.23 Alt 5 1.25 Alt 6 1.26 Alt 7 1.25 Alt 8 1.24
EB Bloomingdale Ave E+C+LP 0.96 E+C 1.18 Alt 1 1.12 Alt 2 1.25 Alt 3 1.11 Alt 4 1.10 Alt 5 1.18 Alt 6 1.17 Alt 7 1.10 Alt 8 1.07
SB Bell Shoals Rd E+C+LP 0.69 E+C 0.70 Alt 1 0.72 Alt 2 0.72 Alt 3 0.74 Alt 4 0.73 Alt 5 0.71 Alt 6 0.74 Alt 7 0.72 Alt 8 0.76
EB Bloomingdale Ave E+C+LP 0.82 E+C 0.75 Alt 1 0.73 Alt 2 0.75 Alt 3 0.69 Alt 4 0.69 Alt 5 0.73 Alt 6 0.95 Alt 7 0.97 Alt 8 0.93
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