LOS Report - Historical Data (1994-2020)

HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS

Road Type

Spd Lmt

LOS Std.

Peak Hr Dir Vol

Peak Hr Dir Cap

V/C Ratio LOS INT LOS

Cap Avail Spc Note

FC

Len (mi) Sig/Mi

AADT Daily Cap

Roadway (From/To)

50TH/56TH ST: (ML KING JR BLVD -to-HILLSBOROUGH AVE)

PA 4D 45

E

1.35

1.48

27,000

35,700

1,500

1,860

0.81

B

B

Y

56TH ST: (HILLSBOROUGH AVE-to-RIVERHILLS DRIVE)

PA 4D 45

E

2.08

1.44

48,000

35,700

2,600

1,860

1.40

F

F

N

56TH ST: (RIVERHILLS DR -to-FOWLER AVE)

PA 4D 45

E

1.93

2.59

39,500

34,500

2,100

1,800

1.17

F

F

N

BEARSS AVE: (NEBRASKA AVE -to-FLORIDA AVE)

MA 4D 45

E

0.5

8.00

53,000

32,800

2,900

1,720

1.69

F

F

N

BUSCH BLVD: (ARMENIA AVE-to-DALE MABRY)

PA 4U 45

E

1.30

2.31

54,500

32,775

2,900

1,710

1.70

F

F

N

CAUSEWAY BLVD: (US 41-to-US 301)

PA 4D 45

D 3.18

0.94

23,000

35,700

1,300

1,860

0.70

B

E

Y CIP

DALE MABRY HWY: (HILLSBOROUGH AVE-to-WATERS AVE)

PA 6D 45

E

2.00

1.50

76,500

53,500

4,000

2,790

1.43

F

F

N

DALE MABRY HWY: (WATERS AVE-to-FLETCHER AVE)

PA 6D 45

E

2.76

2.17

76,500

51,800

4,000

2,710

1.48

F

F

N

DALE MABRY HWY: (FLETCHER AVE-to-BEARSS/EHRLICH)

PA 6D 45

E

1.35

2.22

66,500

51,800

3,500

2,710

1.29

F

F

N

DALE MABRY HWY: (BEARSS/EHRLICH-to-VAN DYKE)

PA 6D 50

D 2.49

2.81

67,000

49,200

3,600

2,570

1.40

F

E

N

DALE MABRY HWY: (VAN DYKE-to-LUTZ LAKE FERN)

PA 4D 55

D 1.20

1.67

47,000

35,700

2,500

1,860

1.34

F

F

N

DALE MABRY HWY: (LUTZ LAKE FERN-to-COUNTYLINE RD)

PA 4D 55

D 2.58

0.39

36,500

35,700

2,000

1,860

1.08

F

N

V

FLETCHER AVE: (NEBRASKA AVE -to-FLORIDA AVE)

MA 4D 45

E

0.5

8.00

47,000

32,800

2,600

1,720

1.51

F

N

FLORIDA AVE: (FOWLER AVE-to-FLETCHER AVE)

MA 4D 45

E

1.00

2.00

29,000

34,500

1,600

1,800

0.89

D

E

Y

FLORIDA AVE: (FLETCHER AVE -to-BEARSS AVE)

MA 4D 45

E

1.28

1.56

26,000

35,700

1,400

1,860

0.75

B

E

Y

FLORIDA AVE: (BEARSS AVE -to-FLORIDA/ NEBRASKA APEX)

MA 4D 45

D 1.64

1.22

27,500

35,700

1,500

1,860

0.81

B

E

Y

FOWLER AVE: (FLORIDA AVE--to-BRUCE B DOWNS)

PA 8D 50

D 2.00

3.00

63,000

63,800

3,300

3,330

0.99

D

N IC

FOWLER AVE: (BRUCE B DOWNS-to-56TH ST)

PA 6D 50

D 1.97

2.54

66,500

49,200

3,500

2,570

1.36

F

F

N

FOWLER AVE: (56TH ST-to-I-75)

PA 6D 55

D 2.46

2.03

58,500

49,200

3,100

2,570

1.21

F

F

N

FOWLER AVE: (I-75-to-US 301)

PA 4D 55

D 1.43

0.70

20,000

35,700

1,100

1,860

0.59

B

C

Y

HILLSBOROUGH AVE: (ANDERSON-to-VETERANS EXPWY)

PA 6D 45

E

1.41

2.84

70,000

51,800

3,700

2,710

1.37

F

E

N

HILLSBOROUGH AVE: (VETERANS EXPWY -to-SHELDON RD)

PA 6D 45

E

2.20

3.18

63,500

51,800

3,400

2,710

1.26

F

E

N

HILLSBOROUGH AVE: (SHELDON RD -to-COUNTRYWAY BLVD)

PA 6D 50

D 3.00

1.00

59,000

53,500

3,000

2,790

1.08

F

D

N

HILLSBOROUGH AVE: (COUNTRYWAY BLVD-to-RACE TRACK RD)

PA 8D 55

D 1.85

1.08

54,500

67,800

2,900

3,540

0.82

B

D

Y IC

HILLSBOROUGH AVE: (50TH ST -to-US HWY 301)

PA 4D 45

E

2.71

1.48

47,500

35,700

2,500

1,860

1.34

F

E

N

I-4: (US 41/50TH-to-ML KING JR BLVD)

F

6F

55

D 1.42

135,000

105,800

7,000

5,410

1.29

F

N

State Roadways

SEPTEMBER 2007

2-1

Made with FlippingBook Learn more on our blog