Gibsonton Area Network Analysis

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

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