THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
1% Cap "LOS C"
PM Pk Hr Dir Vol
PM Pk Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
I-4: (US 41/50TH-to-ML KING JR BLVD)
EL/T F 6F 55 D 1.42
1.0 109,000 105,800 10,900 817
5,600
5,410
1.04 E
N
I-4: (ML KING JR BLVD -to-US HWY 301)
EL F 6F 55 D 1.96
1.0 92,400 105,800 9,240
817
4,800
5,410
0.89 D
Y
I-4: (US HWY 301 -to-I-75)
EL F 6F 55 D 1.95
1.0 129,000 105,800 12,900 817
6,600
5,410
1.22 F
N
I-4: (I-75 -to-CR 579)
TH/SFN F 6F 65 D 1.53
1.0 126,000 105,800 12,600 817
6,500
5,410
1.20 F
N
I-4: (CR 579 -to-MCINTOSH RD)
TN/SFN F 6F 65 D 3.73
1.0 115,000 103,600 11,500 853
6,200
5,530
1.12 F
N
I-4: (MCINTOSH RD -to-BRANCH FORBES RD)
ER F 6F 65 D 2.10
1.0 118,000 * 103,600 11,800 853 1.0 103,000 103,600 10,300 853
6,300
5,530
1.14 F
N
I-4: (BRANCH FORBES RD-to-THONOTOSASSA)
ER F 6F 65 D 3.56
5,500
5,530
1.00 D
N
I-4: (THONOTOSASSA-to-SR 39)
PC F 6F 65 D 1.78
1.0 92,400 103,600 9,240
853
5,000
5,530
0.90 D
Y
I-4: (SR 39-to-COUNTY LINE RD)
PC/ER F 6F 65 D 4.28
1.0 97,500 105,800 9,750
817
5,300
5,410
0.98 D
Y
I-75: (I-4-to-ML KING JR BLVD)
EL/SFN F 6F 70 D 1.48
1.0 129,000 105,800 12,900 817
6,600
5,410
1.22 F
N
I-75: (ML KING JR BLVD -to-SR 60)
BR F 6F 70 D 2.80
1.0 137,000 103,600 13,700 853
7,400
5,530
1.34 F
N
I-75: (SR 60-to-LEE ROY SELMON)
BR F 6F 70 D 0.98
1.0 90,400 105,800 9,040
817
4,700
5,410
0.87 D
Y
I-75: (LEE ROY SELMON -to-US HWY 301)
BR F 8F 70 D 2.00
1.0 91,700 * 144,300 9,170 1,140 1.0 113,000 140,200 11,300 1,153
4,700
7,380
0.64 C
Y
RV/GB/ PR/BR
I-75: (US HWY 301-to-GIBSONTON DR)
F 8F 70 D 3.60
6,100
7,480
0.82 C
Y
I-75: (GIBSONTON DR -to-BIG BEND RD)
GB/RV F 6F 70 D 4.20
1.0 92,200 * 103,600 9,220 1.0 74,800 * 103,600 7,480 1.0 54,900 * 54,300 5,490
853
5,000
5,530
0.90 D
Y V
APB/RV/ SCC RU/SCC/ SS
I-75: (BIG BEND RD-to-SR 674)
F 6F 70 D 5.85
853
4,000
5,530
0.72 C
Y V
I-75: (SR 674-to-MANATEE COUNTY)
F 6F 70 B 6.30
739
3,200
3,110
1.03 F
N
I-75: (I-4-to-FOWLER AVE)
EL/TH F 6F 70 D 4.00
1.0 134,000 * 103,600 13,400 853 1.0 126,000 105,800 12,600 817
7,200
5,530
1.30 F
N
ER/USF/ T
I-75: (FOWLER AVE -to-FLETCHER AVE)
F 6F 70 D 1.10
6,500
5,410
1.20 F
N
I-75: (FLETCHER AVE -to-BRUCE B DOWNS BLVD)
ER/T F 4F 70 D 3.85
1.0 94,400 54,300 9,440
552
5,100
3,580
1.43 F
N
I-75: (BRUCE B DOWNS BLVD -to-I-275)
T/LU F 4F 70 D 3.30
1.0 70,100 67,100 7,010
552
3,800
3,580
1.06 E
N
I-275: (FOWLER AVE-to-FLETCHER AVE)
USF/CW F 6F 55 D 1.00
1.0 97,900 * 105,800 9,790 1.0 83,800 * 105,800 8,380 1.0 43,300 * 67,100 4,330
817
5,100
5,410
0.94 D
Y V
I-275: (FLETCHER AVE-to-BEARSS AVE)
USF/CW F 6F 55 D 1.28
817
4,300
5,410
0.80 D
Y
CW/USF/ LU/T
I-275: (BEARSS AVE -to-I-75)
F 4F 70 D 6.80
552
2,400
3,580
0.67 C
Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
14
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