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)

I-4: (ML KING JR BLVD -to-US HWY 301)

F

6F

55

D 1.96

117,000

105,800

6,000

5,410

1.11

E

N

I-4: (US HWY 301 -to-I-75)

F

6F

55

D 1.95

144,000

105,800

7,400

5,410

1.37

F

N

I-4: (I-75 -to-CR 579)

F

6F

65

D 1.53

147,000

105,800

7,600

5,410

1.41

F

N

I-4: (CR 579 -to-MCINTOSH RD)

F

6F

65

D 3.73

129,000

103,600

6,900

5,530

1.25

F

N

I-4: (MCINTOSH RD -to-BRANCH FORBES RD)

F

6F

65

D 2.10

138,000

103,600

7,400

5,530

1.34

F

N

I-4: (BRANCH FORBES RD-to-THONOTOSASSA)

F

6F

65

D 3.56

119,000

103,600

6,400

5,530

1.16

F

N

I-4: (THONOTOSASSA-to-SR 39)

F

6F

65

D 1.78

119,000

103,600

6,400

5,530

1.16

F

N

I-4: (SR 39-to-COUNTY LINE RD)

F

6F

65

D 4.28

118,000

105,800

6,300

5,410

1.17

F

N

I-75: (I-4-to-ML KING JR BLVD)

F

6F

70

D 1.48

155,000

105,800

8,000

5,410

1.48

F

N

I-75: (ML KING JR BLVD -to-SR 60)

F

6F

70

D 2.80

138,000

103,600

7,400

5,530

1.34

F

N

I-75: (SR 60-to-LEE ROY SELMON)

F

6F

70

D 0.98

90,000

105,800

4,700

5,410

0.87

D

Y

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

F

8F

70

D 2.00

65,800

144,300

3,400

7,380

0.46

B

Y

I-75: (US HWY 301-to-GIBSONTON DR)

F

8F

70

D 3.60

114,000

140,200

6,100

7,480

0.82

C

Y

I-75: (GIBSONTON DR -to-BIG BEND RD)

F

6F

70

D 4.20

93,500

103,600

5,000

5,530

0.90

D

Y

V

I-75: (BIG BEND RD-to-SR 674)

F

6F

70

D 5.85

71,500

103,600

3,900

5,530

0.71

C

Y

V

I-75: (SR 674-to-MANATEE COUNTY)

F

6F

70

B

6.30

59,500

54,300

3,500

3,110

1.13

F

N

I-75: (I-4-to-FOWLER AVE)

F

6F

70

D 4.00

127,000

103,600

6,800

5,530

1.23

F

N

I-75: (FOWLER AVE -to-FLETCHER AVE)

F

6F

70

D 1.10

124,000

105,800

6,400

5,410

1.18

F

N

I-75: (FLETCHER AVE -to-BRUCE B DOWNS BLVD)

F

4F

70

D 3.85

92,500

54,300

5,000

3,580

1.40

F

N

I-75: (BRUCE B DOWNS BLVD -to-I-275)

F

4F

70

D 3.30

69,000

67,100

3,700

3,580

1.03

E

N

I-275: (FOWLER AVE-to-FLETCHER AVE)

F

6F

55

D 1.00

105,000

105,800

5,400

5,410

1.00

D

N

V

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

F

6F

55

D 1.28

96,500

105,800

5,000

5,410

0.92

D

Y

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

F

4F

70

D 6.80

55,500

67,100

3,000

3,580

0.84

D

Y

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

F

4F

65

D 3.84

42,500

67,200

2,200

3,440

0.64

C

Y

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

F

4F

65

D 1.22

44,000

67,200

2,300

3,440

0.67

C

Y

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

MA 2U 45

E

1.83

1.09

23,500

16,900

1,300

890

1.46

F

N

State Roadways

SEPTEMBER 2007

2-2

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