THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
5% Cap "LOS C"
PM Pk Hr Dir Vol
INT LOS
Cap Avail
Spc Note
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi)
Sig/ Mi
Max V/C AADT
Daily Cap
10% AADT
PM Pk Hr Dir Cap
V/C Ratio LOS
Roadway (From/To)
I-4: (US 41/50TH-to-ML KING JR BLVD)
T F 6F 55 D1.42
1.0 118,000 105,800 11,800 4,085 6,100
5,410
1.13 E
N
I-4: (ML KING JR BLVD -to-US HWY 301)
TH F 6F 55 D 1.96
1.0 111,000 105,800 11,100 4,085 5,700
5,410
1.05 E
N
I-4: (US HWY 301 -to-I-75)
TH F 6F 55 D 1.95
1.0 107,000 105,800 10,700 4,085 5,500
5,410
1.02 E
N
I-4: (I-75 -to-CR 579)
TH F 6F 55 D 1.53
1.0 128,000 105,800 12,800 4,085 6,600
5,410
1.22 F
N
I-4: (CR 579 -to-MCINTOSH RD)
TH F 6F 65 D 3.73
1.0 118,000 103,600 11,800 4,265 6,300
5,530
1.14 F
N
I-4: (MCINTOSH RD -to-BRANCH FORBES RD)
UPC F 6F 65 D 2.10
1.0 116,000 103,600 11,600 4,265 6,200
5,530
1.12 F
N
I-4: (BRANCH FORBES RD-to-THONOTOSASSA)
UPC F 6F 65 D 3.56
1.0 111,000 103,600 11,100 4,265 6,000
5,530
1.09 E
N
I-4: (THONOTOSASSA-to-SR 39)
UPC F 6F 65 D 1.78
1.0 105,000 103,600 10,500 4,265 5,700
5,530
1.03 E
N
I-4: (SR 39-to-COUNTY LINE RD)
UPC F 6F 65 D 4.28
1.0 105,000 105,800 10,500 4,085 5,700
5,410
1.05 E
N
I-75: (I-4-to-ML KING JR BLVD)
TH F 6F 70 D 1.48
1.0 125,000 105,800 12,500 4,085 6,400
5,410
1.18 F
N
I-75: (ML KING JR BLVD -to-SR 60)
BR F 6F 70 D2.8
1.0 129,000 103,600 12,900 4,265 6,900
5,530
1.25 F
N
I-75: (SR 60-to-LEE ROY SELMON)
BR F 6F 70 D.98
1.0 73,600 105,800 7,360 4,085 3,800
5,410
0.70 C
Y
I-75: (LEE ROY SELMON -to-US HWY 301)
BR F 8F 70 D 2
1.0 90,900 144,300 9,090 5,700 4,700
7,380
0.64 C
Y
I-75: (US HWY 301-to-GIBSONTON DR)
G F 8F 70 D3.6
1.0 94,400 140,200 9,440 5,765 5,100
7,480
0.68 C
Y
I-75: (GIBSONTON DR -to-BIG BEND RD)
G F 6F 70 D4.20
1.0 73,100 103,600 7,310 4,265 3,900
5,530
0.71 C
N V
I-75: (BIG BEND RD-to-SR 674)
R F 6F 70 D5.85
1.0 72,600 103,600 7,260 4,265 3,900
5,530
0.71 C
N V
I-75: (SR 674-to-MANATEE COUNTY)
R F 6F 70 B6.3
1.0 55,800 54,300 5,580 3,695 3,200
3,110
1.03 C
N
I-75: (I-4-to-FOWLER AVE)
TH F 6F 70 D 4
1.0 114,000 103,600 11,400 4,265 6,100
5,530
1.10 E
N
I-75: (FOWLER AVE -to-FLETCHER AVE)
TH F 6F 70 D 1.10
1.0 120,000 105,800 12,000 4,085 6,200
5,410
1.15 F
N
I-75: (FLETCHER AVE -to-BRUCE B DOWNS BLVD)
USF F 4F 70 D 3.85
1.0 87,300 54,300 8,730 2,760 4,700
3,580
1.31 F
N
I-75: (BRUCE B DOWNS BLVD -to-I-275)
USF F 4F 70 D 3.3
1.0 68,100 67,100 6,810 2,760 3,700
3,580
1.03 E
N
I-275: (FOWLER AVE-to-FLETCHER AVE)
T F 6F 55 D 1
1.0 96,500 105,800 9,650 4,085 5,000
5,410
0.92 D
N V
I-275: (FLETCHER AVE-to-BEARSS AVE)
T F 6F 55 D1.28
1.0 79,500 105,800 7,950 4,085 4,100
5,410
0.76 C
Y
I-275: (BEARSS AVE -to-I-75)
L F 4F 70 D6.8
1.0 37,600 67,100 3,760 2,760 2,100
3,580
0.59 B
Y
State Roadways
JULY 2005
Page 2
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