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)

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

EL PA 4D 45

E

2.71

1.48

44,000

36,700

2,400

1,960

1.22

F

N

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

EL/T F

6F

55

D 1.42

121,000 110,300

6,000

5,580

1.08

E

N

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

EL

F

6F

55

D 1.96

118,000 110,300

5,900

5,580

1.06

E

N

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

EL

F

6F

55

D 1.95

137,000 110,300

6,800

5,580

1.22

F

N

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

TH/SFN F

6F

65

D 1.53

137,000 110,300

6,800

5,580

1.22

F

N

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

TN/SFN F

6F

65

D 3.73

127,000 110,300

6,600

5,580

1.18

F

N

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

ER F

6F

65

D 2.10

116,000 110,300

6,000

5,580

1.08

E

N

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

ER F

6F

65

D 3.56

110,000 110,300

5,700

5,580

1.02

E

N

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

PC F

6F

65

D 1.78

98,000

110,300

5,100

5,580

0.91

D Y

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

PC/ER F

6F

65

D 4.28

104,000 110,300

5,400

5,580

0.97

D Y

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

EL/SFN F

6F

70

D 1.48

146,000 110,300

7,400

5,580

1.33

F

N

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

BR F

6F

70

D 2.80

133,000 110,300

7,000

5,580

1.25

F

N

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

BR F

6F

70

D 0.98

92,500

110,300

4,700

5,580

0.84

D Y

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

BR F

8F

70

D 2.00

94,000

146,500

4,800

7,420

0.65

C

Y

RV/GB/ PR/BR

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

F

8F

70

D 3.60

112,000 146,500

5,900

7,420

0.80

C

Y

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

GB/RV F

6F

70

D 4.20

89,000

110,300

4,700

5,580

0.84

D Y

APB/RV/S CC RU/SCC/S S

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

F

6F

70

D 5.85

67,000

110,300

3,600

5,580

0.65

C

Y

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

F

6F

70

B

6.30

50,500

54,800

2,900

3,300

0.88

B

Y

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

EL/TH F

6F

70

D 4.00

125,000 110,300

6,600

5,580

1.18

F

N

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

ER/USF/T F

6F

70

D 1.10

109,000 110,300

5,500

5,580

0.99

D Y

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

ER/T F

4F

70

D 3.85

90,500

73,600

4,800

3,720

1.29

F

N

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

T/LU F

4F

70

D 3.30

60,500

73,600

3,200

3,720

0.86

D Y

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

USF/CW F

6F

55

D 1.00

115,000 110,300

6,500

5,580

1.17

F

N

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

USF/CW F

6F

55

D 1.28

92,000

110,300

5,200

5,580

0.93

D Y

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

March 2011

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