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
1.0 103,000 105,800 10,300 817
5,300
5,410
0.98 D
Y
I-4: (ML KING JR BLVD -to-US HWY 301)
EL F 6F 55 D 1.96
1.0 103,000 105,800 10,300 817
5,300
5,410
0.98 D
Y
I-4: (US HWY 301 -to-I-75)
EL F 6F 55 D 1.95
1.0 104,000 105,800 10,400 817
5,400
5,410
1.00 D
N
I-4: (I-75 -to-CR 579)
TH/SFN F 6F 55 D 1.53
1.0 131,000 105,800 13,100 817
6,800
5,410
1.26 F
N
I-4: (CR 579 -to-MCINTOSH RD)
TN/SFN F 6F 65 D 3.73
1.0 120,000 103,600 12,000 853
6,500
5,530
1.18 F
N
I-4: (MCINTOSH RD -to-BRANCH FORBES RD)
ER F 6F 65 D 2.10
1.0 120,000 * 103,600 12,000 853
6,500
5,530
1.18 F
N
I-4: (BRANCH FORBES RD-to-THONOTOSASSA)
ER F 6F 65 D 3.56
1.0 98,500 103,600 9,850
853
5,300
5,530
0.96 D
Y
I-4: (THONOTOSASSA-to-SR 39)
PC F 6F 65 D 1.78
1.0 101,000 103,600 10,100 853
5,400
5,530
0.98 D
Y
I-4: (SR 39-to-COUNTY LINE RD)
PC/ER F 6F 65 D 4.28
1.0 106,000 105,800 10,600 817
5,700
5,410
1.05 E
N
I-75: (I-4-to-ML KING JR BLVD)
EL/SFN F 6F 70 D 1.48
1.0 127,000 105,800 12,700 817
6,500
5,410
1.20 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 86,300 105,800 8,630
817
4,500
5,410
0.83 D
Y
I-75: (LEE ROY SELMON -to-US HWY 301)
BR F 8F 70 D 2.00
1.0 93,700 * 144,300 9,370 1,140 1.0 98,000 140,200 9,800 1,153
4,800
7,380
0.65 C
Y
RV/GB/ PR/BR
I-75: (US HWY 301-to-GIBSONTON DR)
F 8F 70 D 3.60
5,300
7,480
0.71 C
Y
I-75: (GIBSONTON DR -to-BIG BEND RD)
GB/RV F 6F 70 D 4.20
1.0 64,900 * 103,600 6,490 1.0 74,800 * 103,600 7,480 1.0 56,700 * 54,300 5,670
853
3,500
5,530
0.63 C
N 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
N V
I-75: (SR 674-to-MANATEE COUNTY)
F 6F 70 B 6.30
739
3,300
3,110
1.06 F
N
I-75: (I-4-to-FOWLER AVE)
EL/TH F 6F 70 D 4.00
1.0 118,000 * 103,600 11,800 853 1.0 106,000 105,800 10,600 817
6,300
5,530
1.14 F
N
I-75: (FOWLER AVE -to-FLETCHER AVE)
ER/UA/T F 6F 70 D 1.10
5,500
5,410
1.02 E
N
I-75: (FLETCHER AVE -to-BRUCE B DOWNS BLVD)
ER/T F 4F 70 D 3.85
1.0 83,300 54,300 8,330
552
4,500
3,580
1.26 F
N
I-75: (BRUCE B DOWNS BLVD -to-I-275)
T/LU F 4F 70 D 3.30
1.0 64,000 67,100 6,400
552
3,500
3,580
0.98 D
Y
I-275: (FOWLER AVE-to-FLETCHER AVE)
UA/CW F 6F 55 D 1.00
1.0 99,400 * 105,800 9,940 1.0 82,600 * 105,800 8,260 1.0 38,200 * 67,100 3,820
817
5,100
5,410
0.94 D
N V
I-275: (FLETCHER AVE-to-BEARSS AVE)
UA/CW F 6F 55 D 1.28
817
4,300
5,410
0.80 D
Y
CW/UA/ LU/T
I-275: (BEARSS AVE -to-I-75)
F 4F 70 D 6.80
552
2,100
3,580
0.59 B
Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
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