NE T WORK ANALYS I S GIBSONTON AREA
RIVERVIEW DR
Figure 43. Alternative Sets Travel Time and Delay Comparison, PM Peak
Change in Delay (Seconds) Compared to E+C Condition - > 15 -10 to 15 - 5 to 10 -5 to +5 sec.
Gibsonton Dr / NB I-75 Seconds of Delay EB WB E+C 18.7 5.1 Alt 1 24.2 26.9 Alt 2 24.0 22.4 Alt 3 24.5 21.5
PARK DR
RIVERVIEW DR
+ 5 to 10 + 10 to 15 + > 15
WB Gibsonton Dr AMTravel Time (mm:ss) E+C 06:35 Alt 1 07:00 Alt 2 06:53 Alt 3 06:48
Reduction
No Change
Increase
Gibsonton Dr / US 41 Seconds of Delay EB WB E+C 77.9 44.8 Alt 1 75.6 50.4 Alt 2 73.2 52.2 Alt 3 65.2 49.0
Gibsonton Dr / SB I-75 Seconds of Delay EB WB E+C 31.5 33.7 Alt 1 35.7 5.5 Alt 2 34.5 10.8 Alt 3 35.0 13.6
Alafia River
41
Gibsonton Dr / US 301 Seconds of Delay EB WB
GIBSONTON DR
CONE GROVE RD E+C 46.2 41.6 Alt 1 37.8 30.5 Alt 2 31.5 29.7 Alt 3 31.5 28.6
PALM AVE E+C 06:43 Alt 1 06:33 Alt 2 06:27 Alt 3 06:24 EB Gibsonton Dr AMTravel Time (mm:ss)
NUNDY AVE
Gibsonton Dr / Fern Hill Dr Seconds of Delay EB WB E+C 18.2 22.7 Alt 1 4.1 30.0 Alt 2 4.2 28.7 Alt 3 4.2 26.0
Symmes Rd / US 41 Seconds of Delay EB WB E+C 31.8 28.0 Alt 1 42.3 30.0 Alt 2 42.7 27.6 Alt 3 42.7 26.1
WB Symmes Rd AMTravel Time (mm:ss) E+C 05:10 Alt 1 05:08 Alt 2 05:05 Alt 3 05:06
SYMMES RD
EB Symmes Rd AMTravel Time (mm:ss) E+C 05:39 Alt 1 05:39 Alt 2 05:37 Alt 3 05:10
Symmes Rd / East Bay Rd Seconds of Delay EB WB E+C 1.9 1.0 Alt 1 1.5 1.1 Alt 2 1.3 1.1 Alt 3 1.5 1.2
Symmes Rd / US 301 Seconds of Delay EB WB E+C 82.5 54.9 Alt 1 77.4 50.7 Alt 2 61.5 50.7 Alt 3 40.2 26.7
Summary Report
62
Made with FlippingBook Learn more on our blog