Table 6.
Alternative Set Performance Comparison, PM Peak
Roadway Segments
SB Lithia Pinecrest (Lumsden to Bloomingdale)
SB Lithia Pinecrest (Bloomingdale to Fishhawk)
EB Lumsden (Brandon Parkway to Lithia Pinecrest)
EB Bloomingdale (Kings to Bell Shoals)
EB Bloomingdale (Bell Shoals to Lithia Pinecrest)
SB Bell Shoals (Bloomingdale to Fishhawk)
EB Fishhawk (Bell Shoals to Lithia Pinecrest)
EB Bloomingdale (US 301 to Kings)
Scenario
PMVolume E+C+LP
2117 2217 2285 2265 2268 2206 2234 2252 2234 0.97 1.19 1.24 1.28 1.27 1.27 1.23 1.25 1.26 1.25 1.24
1623 1996 1898 2114 1872 1860 1995 1982 1871 1.42 0.96 1.18 1.12 1.25 1.11 1.10 1.18 1.17 1.10 1.07
1376 1260 1235 1270 1166 1165 1233 1606 1635 1.55 0.82 0.75 0.73 0.75 0.69 0.69 0.73 0.95 0.97 0.93
1024 1035 1064 1072 1092 1080 1051 1097 1067 0.99 0.69 0.70 0.72 0.72 0.74 0.73 0.71 0.74 0.72 0.76
877
1687 1209 1210 1126 1384 1325 1266 1285 1428 0.52 1.07 1.47 1.48 1.37 1.26 1.20 0.80 0.81 0.90 0.92
1504 1112 1099 1075 1119 1125 1113 1226 1285 0.72 0.95 1.38 1.35 1.33 1.29 1.31 1.11 1.18 1.23 1.26
2618 2411 2591 2094 2584 2418 2226 2154 2461 0.95 1.39 1.31 1.07 1.15 1.08 1.20 1.22 1.08 1.22 1.00
E+C Alt 1 Alt 2 Alt 3 Alt 4 Alt 5 Alt 6 Alt 7 Alt 8
1244 1224 1250 1277 1254 1268 1075 1057
0.84
PMV/C E+C+LP
0.97 1.42 0.77 0.78 0.80 0.79 0.80 0.67 0.66 0.67
E+C Alt 1 Alt 2 Alt 3 Alt 4 Alt 5 Alt 6 Alt 7 Alt 8
<0.9 = not congested 0.9 to 1.0 = at capacity >1.0 = congested Level of Congestion Based on V/C Ratio
Percent Change in V/C Compared to E+C+LP Condition - > 50% - 30-50% - 10-30% -10% to +10% +10-30% + 30-50% + > 50% Reduction No Change Increase
61
Made with FlippingBook Learn more on our blog