Pk Hour Pk Hour V:SC
0" Peak HoUi Seg Avail. Cap
Link !dor
Plan Nee
Nee Type
Hist GR
Daily
FAC. Type
Exist Type
Juris E+C
lOS lengthNumber K100
M~ V:C
LOS
To
On Street
From
MOT
Capacity Volume SVC Cap Ratio
Seg_ Id
Std
SIgnals
Type
230
948
1,178 0.805 C
10,417 12,945
0,091 0.020 1.00
1
L45010
USF 131STAVE
15TH ST
22ND ST
2U
2
D 0.51
CR
2U
2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 4 2 4 4 2 3 2 4 4 4 4 4 4 2 4 2 2 2 2
63
1,011 0.938 D
10,417 11,110
948
0.091 0.020 1.00
L45030
USF 131ST AVE
2
D 0.52
2
22ND ST
30TH ST
CR
2U
2U
/:
1,245 0,360 B
796
4,819 13,387
448
0.093 0.020 1.00
1
L4300
PC ALSOBROOK ST
SR39
PARKRD
CR
3
C 1.01
2U
2U
M
281
F
1,474 1.620
0.091 0.020 1.81
26,226 16,198 2387
1
A 451
TC ANDERSON RD
CI1Y LIMITS
HOOVER BLVD
CR
2U
2U
2
D 1.38
2,551
3,153 1.001 E
M
34,673 34,648 3155
1
0.091 0.092 1.81
L4430
2
D 0.75
TC ANDERSON RD
HOOVER BLVD
WATERS AVE
CR
40 4D
Y
0
34,673 30,176 3155
2,146 1.149 F
0.091 0.092 1.00
L4440
2
0 0.74
2
C ANDERSONRD
WATERS AVE
ANDERSON RAMP
CR
40 40
Y
0
2,746 1.149 F
1
0.091 0.092 1.00
34,673 30,176 3155
L4445
2
0 0.31
C ANDERSONRD
ANDERSON RAMP
LINEBAUGH AVE
CR
40 40
Y
0
3,153 1.001 E
0.091 0.092 1.00
34,673 34,648 3155
1
GUNN HVVY
L4450
C ANDERSON RD
CR
4D 4D
2
0 1.49
LINEBAUGH AVE
4,442
9,210 56,978
857
5,299 0.162 A
L4500
0
0.093 0.020 1.00
R APOLLO BEACH BLVD SURFSIDE BLVD
DICKMAN DR
CR
40 40
3
0 1.76
857
2,937 0.292 B
2,080
0.093 0.020 1.00
9,210 31,581
L4510
US HWY 41
CR
4D 4D
3
0 0.73
1
R APOLLO BEACH BLVD DICKMAN DR
0
19,506 15,286 1775
1,391 1.276 F
Y
5
0.091 0.020 1.27
KENNEDY BLVD
MAIN ST
CR
20 20
2
D 0.85
A 915
T ARMENIA AVE
0.091 0.008 1.27
16,232 20,791
1477
1,892 0.781 C
925
l4690
MAINST
1
D 0.66
T ARMENIA AVE
COLUMBUS DR
CR
20 20
2
1326
1,892 0.701 B
565
L4700
1
0.091 0.020 1.00
14,576 20,791
T ARMENIA AVE
CQlUMBUSDR
TAMPA BAY BLVD
CR
20 20
2
0 0.50
604
L4710
0.091 0.020 1.01
26,607 32,923 2421
2,996 0.808 C
T ARMENIA AVE
MLKINGBLVD
4U
4U
2
D 0.50
1
TAMPA BAY BLVD
CR
404
2,609 0.855 0
A 1230
0.091 0.020 1.01
24,516 28,670 2231
T ARMENIA AVE
M L KING BLVD
HILLSBOROUGH AV CR
4U
4U
2
0 1.02
3
817
24,271 32,923 2209
2,996 0.737 B
L4750
TC ARMENIA AVE
CR
4U
4U
2
D 1.01
1
0.091 0.020 1.01
HILLSBOROUGH AV SLIGH AVE
A 1235
1,474 1.068 F
M
563
TC ARMENIA AVE
SLIGH AVE
BUSCH-BLVD
0.091 0.020 1.11-5
17,290 16,198 1573
2
CR
2U
2U
2
D 1.59
960
1,474 0.651 B
1,177
0.091 0.020 1045
A 1575
1.48
2
10,549 16,198
0
C ARMENIA AVE
BUSCH BLVD
COUNTRY CLUB DR CR
2U
2U
2
1,488
l4800
0.091 0.020 1.00
8,491 24,846
773
2,261 0.342 A
CR
0 0.18
0
2
COUNTRY CLUB DR CI1YLlMITS
C ARMENIA AVE
2U
2U
1,035 0.746 D
262
L4810
0,091 0.020 1.00
8,491 11,374
773
CI1Y LIMITS
PINE LAKE DR
CR
2U
2U
2
0 0.15
1
C ARMENIA AVE
1,759
502
2,261 0.222 A
L4830
0.091 0.000 1.00
5,511 24,846
PINE LAKE DR
COTRELLAVE
CR
2U
2U
0 0.22
0
2
C ARMENIA AVE
502
2,261 0.222 A
1,759
L4840
0.091 0.000 1.00
5,511 24,846
0
C ARMENIA AVE
COTRELLAVE
LAKE ELLEN DR
CR
2U
2U
0 0.05
2
B;
L4850
5,511 16,198
502
1,474 0.340
972
LAKE ELLEN DR
2U
0 0.51
1
0.091 0.000 1.00
CR
2U
C ARMENIA AVE
FLETCHER AVE
2
337
4,926 0.068 A
4,589
l5300
D 0,23
0
0.091 0.020 1.00
3,703 54,132
T AVENIDA REPUBLICA NUCCIO PARKWAY COLUMBUS DR
CR
30 30
2
A 1300
3,414 18,110
311
1,648 0.189 C
1,337
T AVENIDA REPUBLICA COLUMBUS DR
LAKE AVE
20 20
2
0.091 0.020 1.00
CR
2
D 0.75
1,661
68
l5500
BW BALM BOYETTE RD CR672
BOYEnERD
1,729 0.039 A
0.093 0.020 1.00
730 18,591
3
CR
2U
2U
0
0 4.11
0.093 0.000 1.00
L5600
BW BALMRD
US HVVY 301
2,463 23,226
229
2,160 0.106 A
1,930
BALM RIVERVIEW
CR
2U
2U
3
0
D 3.81
L5800
5,672 23,226
527
2,160 0.244 A
1,632
BW BALM RIVERVIEW RD BALM WIMAUMA RD BALMRD
CR
2U
2U
0.093 0.022 1.00
3
0 1.47
0
2, 160 0.244 A
527
1,632
L 5810
BW BALM RIVERVIEW RD BALM RD
BIGBENDRD
CR
2U
2U
5,672 23,226
0.093 0.022 1.00
0 2.36
0
3
l5820
5,672 23,226
527
2,160 0.244 A
1,632
BW BALM RIVERVIEW RD BIG BEND RD
RHODINERD
CR
2U
2U
0.093 0.022
0 1.55
0
3
1~00
1,632
L5830
BW BALM RIVERVIEW RD RHODINE RD
5,672 23,226
527
2,160 0.244 A
BOYETTERD
CR
2U
2U
0 2.51
0
0.093 0.022 1.00
3
L5840
516
1,178 0.438 B
661
BW BALM RIVERVIEW RD BOYEnE RD
US HWY301
2U
2U
0.091 0.022 1.00
5,672 12,945
CR
1
0 1.23
2
159
1,312 0.121 A
1,152
L5700
BW BALM WIMAUMA RD SR674
CR672
CR
2U
2U
4
1,677 13,811
0.095 0.020 1.00
C 3.97
0
A 525
440
TC BARRYRD
1,474 0.298 B
0.091 0.000 1.00
4,832 16,198
1,034
HANLEY RD
1
BENJAMINRD
CR
2U 2U
0 1.29
2
A 775
9,744 28,670
887
2,609 0.340 C
1,722
T BAY TO BAY BLVD
MANHATTAN AVE
DALE MABRY HWY CR
4U
4U
0.091 0.020 1.00
2
D 0.73
2
A 780
4U 4U
0.091 0.020 1.00
14,599 24,198 1329
2,202 0.603 0
873
CR
2
T BAY TO BAY BLVD
DALE MABRY HWY BAY SHORE BLVD
0 0.96.
5
615
A 740
T BAYSHORE BLVD
BAY TO BAY BLVD
40 40
0.091 0.020 1.19
34,465 34,648 3136 ._~,153 0.9~~
0
C
CR
1
GANDY BLVD
2
0 1.82
,
.
..
.
Notes: FAC Type: 1=Freeway, 2= Urban Interrupted Flow ArteriaL 3=Urban MultiwLane Uninterrupted Flow Arterial, 4= Urban Two-lane Uninterrupted Flow Arteria! 'Flow, 5=Non..state other, 6=Not USed, 7= Rural Multi·Lane Uninterrupted Flow ArteriaC8= Rural Two--Lane Uninterrupted Flow Arterial
Area Type: 1=CBD, 2=Suburban, 3=Transitioning, 4=Rural Developed, 5=Rural
County Road System - 2
PAGE 8
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