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)

M L KING BLVD: (I-4 -to-US HWY 301)

PA 6D 50

D 1.46

2.05

41,000

49,200

2,200

2,570

0.86

D D

Y

M L KING BLVD: (US HWY 301-to-FALKENBURG)

PA 6D 50

E

1.50

0.67

34,000

53,500

1,800

2,790

0.65

B

F

Y

M L KING BLVD: (FALKENBURG-to-WILLIAMS RD )

PA 4D 50

E

1.00

1.00

38,500

35,700

2,100

1,860

1.13

F

E

N

M L KING BLVD: (WILLIAMS RD-to-CR 579)

PA 6D 50

E

1.00

3.00

39,500

51,800

2,200

2,710

0.81

D D

Y

M L KING BLVD: (CR 579-to-PARSONS AVE)

MA 2U 45

D 1.50

2.00

28,000

15,400

1,500

1,240

1.21

F

F

N

M L KING BLVD: (PARSONS AVE-to-MCINTOSH RD)

MA 2U 45

D 2.64

0.38

19,800

16,400

1,100

860

1.28

F

F

N

M L KING BLVD: (MCINTOSH RD-to-FORBES RD)

MA 2U 45

D 3.60

0.56

11,800

15,500

630

820

0.77

C

D

Y

M L KING BLVD: (FORBES RD-to-TURKEY CREEK RD)

MA 2U 45

D 1.00

1.00

10,700

15,500

570

820

0.70

C

B

Y

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

PA 4D 45

E

0.98

2.04

25,500

34,500

1,400

1,800

0.78

D

F

Y

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

PA 4D 45

E

1.29

2.33

26,000

34,500

1,400

1,800

0.78

D

E

Y

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

PA 4D 45

D 1.77

1.13

27,000

35,700

1,500

1,860

0.81

B

E

Y

SR 39: (SR 60 -to-ALEXANDER ST)

PA 4D 45

D 3.50

0.57

17,300

29,400

930

1,570

0.59

C

B

Y

SR 39: (SAM ALLEN RD-to-KNIGHTS-GRIFFIN)

PA 2U 45

C

2.10

0.48

14,600

13,100

780

690

1.13

D

A

N

SR 39: (KNIGHTS-GRIFFIN -to-PASCO COUNTY)

PA 2U 45

C

6.59

0.00

8,900

12,700

480

600

0.80

C

C

Y

SR 60 / ADAMO DR: (US HWY 41-to-US 301)

PA 4D 50

D 3.00

1.33

44,000

35,700

2,300

1,860

1.24

F

F

N

SR 60 / BRANDON BLVD: (US 301-to-FALKENBURG)

PA 4D 50

D 1.25

1.60

50,500

43,600

2,900

2,450

1.18

F

F

N

A

SR 60 / BRANDON BLVD: (FALKENBURG-to-LAKEWOOD)

PA 8D 45

D 1.50

3.33

85,500

73,500

4,500

3,900

1.15

F

F

N

A

SR 60 / BRANDON BLVD: (LAKEWOOD DR-to-LITHIA PINECREST)

PA 6D 45

D 1.75

2.86

75,500

55,000

4,000

3,130

1.28

F

E

N

A

SR 60 / BRANDON BLVD: (LITHIA PINECREST-to-VALRICO RD)

PA 8D 50

D 1.90

2.11

57,000

66,000

3,400

3,600

0.94

D D

Y

A

SR 60 / BRANDON BLVD: (VALRICO RD -to-DOVER RD)

PA 4D 55

D 2.04

1.96

38,000

42,700

2,200

2,460

0.89

D

F

Y A-V

SR 60 / EAST: (DOVER RD -to-TURKEY CREEK RD)

PA 4D 55

D 3.00

0.33

29,500

34,200

1,600

1,810

0.88

C

E

Y

SR 60 / EAST: (TURKEY CREEK RD -to-SR 39)

PA 4D 55

D 3.01

0.33

23,000

34,200

1,300

1,810

0.72

B

C

Y

SR 60 / EAST: (SR 39-to-COUNTY LINE RD)

PA 4D 55

C

4.25

0.24

19,100

25,500

1,100

1,360

0.81

C

C

Y

SR 674: (I-75-to-US HWY 41)

MA 4D 55

D 3.02

0.99

24,500

34,200

1,400

1,810

0.77

B

C

Y

V

SR 674: (I-75 -to-US HWY 301)

MA 4D 45

D 3.04

1.97

34,000

34,200

1,800

1,810

0.99

D

E

N

V

SR 674: (US HWY 301-to-CR 579)

PA 2U 50

D 2.41

0.00

22,000

18,200

1,200

870

1.38

E

N

V

State Roadways

SEPTEMBER 2007

2-3

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