LOS Report - Historical Data (1994-2020)

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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