Figure 49. Recommended Alternative V/C Performance Comparison, AM and PM Peak Periods
Percent Change in V/C Ratio Compared to E+C+LP Condition - > 50% - 30-50% - 10-30% No Change -10% to +10% Reduction
Lumsden Rd
AM (WB) PM (EB)
E+C+LP 1.16
1.39 1.31 1.00
E+C
1.14 0.95
+10-30% + 30-50% + > 50%
Rec. Alt
Increase
Level of Congestion Based on V/C Ratio
Lithia Pinecrest Rd
AM (NB) PM (SB)
<0.9 = not congested 0.9 to 1.0 = at capacity >1.0 = congested
E+C+LP 0.56
1.07 1.47 0.92
E+C
0.97 0.72
Recommended Alternative Projects
Rec. Alt
Widening Improvement Intersection Improvement
Lithia Pinecrest Rd
AM (NB) PM (SB)
E+C+LP 0.56
0.95
Bloomingdale Ave
Bloomingdale Ave
Bloomingdale Ave
E+C
1.01
1.38
AM (WB) PM (EB)
AM (WB) PM (EB)
AM (WB) PM (EB)
Rec. Alt
0.52
1.26
E+C+LP 1.64
1.19 1.24 1.24
E+C+LP 1.60
0.96 1.18 1.07
E+C+LP 0.94
0.82 0.75 0.93
E+C
1.62 1.55
E+C
1.65 1.42
E+C
0.98 0.97
Fishhawk Blvd
Rec. Alt
Rec. Alt
Rec. Alt
AM (WB) PM (EB)
E+C+LP 1.30
0.97 1.42 0.67
E+C
1.33 0.84
Bell Shoals Rd
Rec. Alt
AM (NB) PM (SB)
E+C+LP 0.71
0.69 0.70 0.76
E+C
0.77 0.99
Rec. Alt
67
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