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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