HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
Cap Avail
Len (mi)
Sig/Mi
AADT Daily Cap
Roadway (From/To)
50TH/56TH ST: (ML KING JR BLVD -to-HILLSBOROUGH AVE)
EL/T PA 4D 45
E
1.35
1.48
23,800
36,700
1,300
1,960
0.66
B
Y
56TH ST: (HILLSBOROUGH AVE-to-RIVERHILLS DRIVE)
EL PA 4D 45
E
2.08
1.44
36,300
36,700
2,000
1,960
1.02
F
N
56TH ST: (RIVERHILLS DR -to-FOWLER AVE)
TT PA 4D 45
E
1.93
2.59
35,000
35,100
1,900
1,870
1.02
F
N
BEARSS AVE: (NEBRASKA AVE -to-FLORIDA AVE)
USF MA 4D 45
E
0.5
8.00
49,800
31,900
2,700
1,700
1.59
F
N
BUSCH BLVD: (ARMENIA AVE-to-DALE MABRY)
EGL PA 4U 45
E
1.30
2.31
44,500
40,014
2,400
2,132
* 1.13
F
N
CAUSEWAY BLVD: (US 41-to-US 301)
PR PA 4D 45
D 3.18
0.94
16,900
36,700
900
1,960
0.46
B
Y
DALE MABRY HWY: (HILLSBOROUGH AVE-to-WATERS AVE)
EGL PA 6D 45
D 2.00
1.50
71,500
55,300
3,800
2,940
1.29
F
N
DALE MABRY HWY: (WATERS AVE-to-FLETCHER AVE)
CW/EGL PA 6D 45
D 2.76
2.17
66,500
50,300
3,600
2,680
1.34
F
N
DALE MABRY HWY: (FLETCHER AVE-to-BEARSS/EHRLICH)
CW PA 6D 45
D 1.35
2.22
60,500
50,300
3,300
2,680
1.23
F
N
DALE MABRY HWY: (BEARSS/EHRLICH-to-VAN DYKE)
CW/LU PA 6D 50
D 2.49
2.81
62,500
50,300
3,400
2,680
1.27
F
N
DALE MABRY HWY: (VAN DYKE-to-LUTZ LAKE FERN)
LU PA 4D 55
D 1.20
1.67
42,500
36,700
2,300
1,960
1.17
F
N
DALE MABRY HWY: (LUTZ LAKE FERN-to-COUNTYLINE RD)
LU PA 4D 55
D 2.58
0.39
34,500
36,700
1,900
1,960
0.97
D Y
FLETCHER AVE: (NEBRASKA AVE -to-FLORIDA AVE)
USF/T MA 4D 45
E
0.5
8.00
41,000
38,280
2,200
2,040
* 1.08
F
N
FLORIDA AVE: (FOWLER AVE-to-FLETCHER AVE)
CW MA 4D 45
E
1.00
2.00
25,500
42,120
1,400
2,244
* 0.62
D Y
FLORIDA AVE: (FLETCHER AVE -to-BEARSS AVE)
CW MA 4D 45
E
1.28
1.56
24,000
44,040
1,300
2,352
* 0.55
B
Y
FLORIDA AVE: (BEARSS AVE -to-FLORIDA/ NEBRASKA APEX)
CW/USF MA 4D 45
D 1.64
1.22
26,000
36,700
1,400
1,960
0.71
B
Y
FOWLER AVE: (FLORIDA AVE--to-BRUCE B DOWNS)
USF/T PA 8D 50
D 2.00
3.00
51,600
67,300
2,800
3,590
0.78
C
Y
FOWLER AVE: (BRUCE B DOWNS-to-56TH ST)
T/TT PA 6D 50
D 1.97
2.54
60,500
50,300
3,300
2,680
1.23
F
N
FOWLER AVE: (56TH ST-to-I-75)
TT/USF PA 6D 55
D 2.46
2.03
54,500
50,300
2,900
2,680
1.08
F
N
FOWLER AVE: (I-75-to-US 301)
EL/ER PA 4D 55
D 1.43
0.70
15,000
36,700
800
1,960
0.41
B
Y
HILLSBOROUGH AVE: (ANDERSON-to-VETERANS EXPWY)
TNC/T PA 6D 45
D 1.41
2.84
62,500
50,300
3,400
2,680
1.27
F
N
HILLSBOROUGH AVE: (VETERANS EXPWY -to-SHELDON RD)
TNC PA 6D 45
E
2.20
3.18
56,500
63,720
3,000
3,396
* 0.88
F
Y
HILLSBOROUGH AVE: (SHELDON RD -to-COUNTRYWAY BLVD)
NWH PA 6D 50
D 3.00
1.00
54,300
55,300
2,900
2,940
0.99
D Y
HILLSBOROUGH AVE: (COUNTRYWAY BLVD-to-RACE TRACK RD)
NWH PA 8D 55
D 1.85
1.08
53,000
73,800
2,900
3,940
0.74
B
Y
State Roadways * Capacity and V/C based on 1.2E. LOS based on Generalized Tables
March 2011
2-1
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