LOS Report - Historical Data (1994-2020)

Roadway Level of Service Report (Peak Hour – Peak Direction) State Roadways

PM Pk Hr Dir Vol

PM Pk Hr Dir Cap

Road Type

Spd Lmt

LOS Std.

Len (mi)

Roadway (From/To)

FC

AADT Daily Cap

LOS

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

F

6F 70

D 3.56 111,000 103,600 5,000 5,530

D

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

F

8F 70

D 1.78

92,900 140,200 4,200 7,480

B

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

F

6F 70

D 4.28

87,300 105,800 3,900 5,410

C

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

F

6F 55

D 1.48

95,000 105,800 4,300 5,410

D

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

F

6F 55

D 2.8 124,000 103,600 5,500 5,530

D

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

F

6F 55

D .98

71,600 105,800 3,200 5,410

C

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

F

8F 65

D 2

55,500 144,300 2,500 7,380

B

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

F

8F 65

D 3.6

88,400 140,200 4,000 7,480

B

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

F

6F 70

C 4.20

68,600

81,100 3,800 4,460

C

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

F

6F 70

C 5.85

68,100

81,100 3,800 4,460

C

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

F

6F 70

B 6.3

54,900

54,300 3,000 3,110

B

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

F

6F 55

D 4

112,000 103,600 6,000 5,530

E

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

F

6F 55

D 1.10

97,000 105,800 5,500 5,410

E

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

F

4F 65

D 3.85

57,400

54,300 3,600 3,580

E

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

F

4F 65

D 3.3

49,300

62,200 2,200 3,420

C

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

F

6F 55

D 1

95,000 105,800 4,300 5,410

D

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

F

6F 55

D 1.28

75,200 105,800 3,400 5,410

C

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

F

4F 70

D 6.8

36,600

62,200 1,700 3,420

B

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

F

4F 55

D 3.84

45,000

67,200 2,400 3,440

C

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

F

4F 55

D 1.22

26,400

67,200 1,400 3,440

B

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

MA 2U 45

E 1.83

15,600

16,900

820

846

D

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

PA 6D 50

D 1.46

31,000

49,200 1,700 2,570

C

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

PA 6D 50

D 1.5

33,000

53,500 1,800 2,790

B

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

PA 4D 50

D 1

35,600

35,700 1,900 1,860

F

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

PA 6D 50

D 1

35,100

49,200 1,900 2,570

C

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

MA 2U 45

D 1.5

32,800

15,400 1,800 1,240

F

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

MA 2U 45

D 2.64

12,200

16,400

640

817

C

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

MA 2U 45

C 3.60

11,400

13,100

610

690

C

Roadway LOS Report

2

September 2004

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