NE T WORK ANALYS I S GIBSONTON AREA
Table 10.
Alternative Set Performance Comparison, PM Peak Period
Roadway
EB Gibsonton Dr - SB I-75 Ramp to NB I-75 Ramp
EB Gibsonton Dr - US 301 to Balm Riverview Dr
EB Symmes Rd - US 301 to Balm Riverview Dr
EB Gibsonton Dr - NB I-75 Ramp to US 301
EB Symmes Rd - East Bay Rd to US 301
SB US 301 - Gibsonton Dr to Symmes Rd
WB Gibsonton Dr - SB I-75 Ramp to US 41
WB Symmes Rd - US 301 to US 41
WB Symmes Rd - East Bay Rd to US 41
EB Gibsonton Dr - US 41 to US 301
EB Symmes Rd - US 41 to US 301
WB Gibsonton Dr - US 301 to US 41
Alternative Set PMVolume E+C
1300 1342 1412 1364 0.73 0.57 0.60 0.58
2129 2022 2034 1972 1.28 0.61 0.61 0.59
2023 2105 2327 2222 1.06 0.74 0.84 0.81
1942 2116 2133 1943 1.08 1.18 1.19 1.08
589 532 517 562 0.72 0.65 0.62 0.69
611 532 485 582 0.87 0.75 0.69 0.83
406 387 386 431 0.58 0.55 0.55 0.61
2118 2173 2431 2465 0.85 0.87 0.98 0.99
759 798 815 808 0.43 0.38 0.38 0.38
539 610 614 607 0.30 0.34 0.34 0.33
524 513 506 512 0.66 0.64 0.63 0.63
465 490 489 493 0.50 0.53 0.53 0.53
Alt 1 Alt 2 Alt 3
PMV/C E+C
Alt 1 Alt 2 Alt 3
PM Speed (mph) E+C
38 38 38 38
39 31 32 32
31 35 36 36
38 39 39 39
40 39 40 40
38 38 38 39
39 38 39 39
38 39 39 39
36 34 35 35
36 35 35 35
40 40 40 40
36 37 37 37
Alt 1 Alt 2 Alt 3
PMTravel Time (mm:ss) E+C 06:43
00:33 00:51 00:50 00:51
02:51 02:15 02:07 02:06
01:17 01:11 01:11 01:12
05:39 05:39 05:37 05:10
03:03 03:01 02:59 02:33
02:13 02:14 02:12 02:12
02:24 02:21 02:18 02:17
06:35 07:00 06:53 06:48
03:34 03:43 03:44 03:43
05:10 05:08 05:05 05:06
03:10 03:09 03:07 03:08
Alt 1 Alt 2 Alt 3
06:33 06:27 06:24
Percent Change in V/C, Speed, or Travel Time Compared to E+C Condition - > 50% - 30-50% - 10-30% -10% to +10% +10-30% + 30-50% + > 50% Reduction No Change Increase
<0.9 = not congested 0.9 to 1.0 = at capacity >1.0 = congested Level of Congestion Based on V/C Ratio
Summary Report
60
Made with FlippingBook Learn more on our blog