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)

CW/USF/ LU/T

I-275: (BEARSS AVE -to-I-75)

F

4F

70

D 6.80

52,000

73,600

3,100

3,720

0.83

D Y

LEE ROY SELMON EXPWY: (US 41/50TH-to-US HWY 301)

PR/T F

4F

65

D 3.84

48,000

73,600

2,500

3,720

0.67

C

Y

LEE ROY SELMON EXPWY: (US HWY 301 -to-I-75)

BR F

4F

65

D 1.22

36,000

73,600

1,900

3,720

0.51

B

Y

M L KING BLVD: (40TH ST-to-I-4)

EL/T MA 2U 45

E

1.83

1.09

23,500

17,900

1,300

890

1.46

F

N

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

EL PA 6D 50

E

1.46

2.05

36,300

53,100

1,900

2,830

0.67

C

Y

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

EL PA 6D 50

E

1.50

0.67

34,000

55,300

1,800

2,940

0.61

B

Y

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

EL/SFN PA 4D 50

E

1.00

1.00

34,800

36,700

1,900

1,960

0.97

D Y

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

SFN PA 6D 50

D 1.00

3.00

35,800

50,300

2,000

2,680

0.75

C

Y

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

SFN MA 2U 45

D 1.50

2.00

27,500

15,200

1,500

810

1.85

F

N

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

BR/ER MA 2U 45

D 2.64

0.38

18,100

16,500

950

880

1.08

F

N

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

ER MA 2U 45

D 3.60

0.56

10,400

15,200

550

800

0.69

C

Y

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

ER MA 2U 45

D 1.00

1.00

9,700

15,200

520

800

0.65

C

Y

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

USF PA 4D 45

E

0.98

2.04

24,000

35,100

1,300

1,870

0.70

C

Y

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

USF PA 4D 45

E

1.29

2.33

21,500

35,100

1,200

1,870

0.64

C

Y

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

CW/USF PA 4D 45

D 1.77

1.13

25,000

36,700

1,400

1,960

0.71

B

Y

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

ER PA 4D 45

D 3.50

0.57

16,200

28,000

870

1,490

0.58

C

Y

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

ER PA 2U 45

C

2.10

0.48

12,900

14,100

690

750

0.92

C

Y

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

ER PA 2U 45

C

6.59

0.00

7,900

14,200

430

780

0.55

C

Y

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

PR/T PA 4D 50

D 3.00

1.33

36,900

36,700

2,000

1,960

1.02

F

N

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

BR PA 4D 50

D 1.25

1.60

43,500

36,700

2,400

1,960

1.22

F

N

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

BR PA 8D 45

D 1.50

3.33

82,000

67,300

4,300

3,590

1.20

F

N

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

BR PA 6D 45

D 1.75

2.86

69,000

50,300

3,700

2,680

1.38

F

N

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

BR PA 8D 50

D 1.90

2.11

52,500

67,300

2,900

3,590

0.81

D Y

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

VR PA 4D 55

D 2.04

1.96

38,000

36,700

2,200

1,960

1.12

F

N

State Roadways * Capacity and V/C based on 1.2E. LOS based on Generalized Tables

March 2011

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