HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
Cap Avail
Len (mi)
Sig/Mi
AADT Daily Cap
Roadway (From/To)
CW/USF/ LU/T
I-275: (BEARSS AVE -to-I-75)
F
4F
70
D 6.80
52,000
73,600
3,100
3,720
0.83
D Y
LEE ROY SELMON EXPWY: (US 41/50TH-to-US HWY 301)
PR/T F
4F
65
D 3.84
48,000
73,600
2,500
3,720
0.67
C
Y
LEE ROY SELMON EXPWY: (US HWY 301 -to-I-75)
BR F
4F
65
D 1.22
36,000
73,600
1,900
3,720
0.51
B
Y
M L KING BLVD: (40TH ST-to-I-4)
EL/T MA 2U 45
E
1.83
1.09
23,500
17,900
1,300
890
1.46
F
N
M L KING BLVD: (I-4 -to-US HWY 301)
EL PA 6D 50
E
1.46
2.05
36,300
53,100
1,900
2,830
0.67
C
Y
M L KING BLVD: (US HWY 301-to-FALKENBURG)
EL PA 6D 50
E
1.50
0.67
34,000
55,300
1,800
2,940
0.61
B
Y
M L KING BLVD: (FALKENBURG-to-WILLIAMS RD )
EL/SFN PA 4D 50
E
1.00
1.00
34,800
36,700
1,900
1,960
0.97
D Y
M L KING BLVD: (WILLIAMS RD-to-CR 579)
SFN PA 6D 50
D 1.00
3.00
35,800
50,300
2,000
2,680
0.75
C
Y
M L KING BLVD: (CR 579-to-PARSONS AVE)
SFN MA 2U 45
D 1.50
2.00
27,500
15,200
1,500
810
1.85
F
N
M L KING BLVD: (PARSONS AVE-to-MCINTOSH RD)
BR/ER MA 2U 45
D 2.64
0.38
18,100
16,500
950
880
1.08
F
N
M L KING BLVD: (MCINTOSH RD-to-FORBES RD)
ER MA 2U 45
D 3.60
0.56
10,400
15,200
550
800
0.69
C
Y
M L KING BLVD: (FORBES RD-to-TURKEY CREEK RD)
ER MA 2U 45
D 1.00
1.00
9,700
15,200
520
800
0.65
C
Y
NEBRASKA AVE: (FOWLER AVE -to-FLETCHER AVE)
USF PA 4D 45
E
0.98
2.04
24,000
35,100
1,300
1,870
0.70
C
Y
NEBRASKA AVE: (FLETCHER AVE -to-BEARSS AVE)
USF PA 4D 45
E
1.29
2.33
21,500
35,100
1,200
1,870
0.64
C
Y
NEBRASKA AVE: (BEARSS AVE -to-NEBRASKA/FLORIDA )
CW/USF PA 4D 45
D 1.77
1.13
25,000
36,700
1,400
1,960
0.71
B
Y
SR 39: (SR 60 -to-ALEXANDER ST)
ER PA 4D 45
D 3.50
0.57
16,200
28,000
870
1,490
0.58
C
Y
SR 39: (SAM ALLEN RD-to-KNIGHTS-GRIFFIN)
ER PA 2U 45
C
2.10
0.48
12,900
14,100
690
750
0.92
C
Y
SR 39: (KNIGHTS-GRIFFIN -to-PASCO COUNTY)
ER PA 2U 45
C
6.59
0.00
7,900
14,200
430
780
0.55
C
Y
SR 60 / ADAMO DR: (US HWY 41-to-US 301)
PR/T PA 4D 50
D 3.00
1.33
36,900
36,700
2,000
1,960
1.02
F
N
SR 60 / BRANDON BLVD: (US 301-to-FALKENBURG)
BR PA 4D 50
D 1.25
1.60
43,500
36,700
2,400
1,960
1.22
F
N
SR 60 / BRANDON BLVD: (FALKENBURG-to-LAKEWOOD)
BR PA 8D 45
D 1.50
3.33
82,000
67,300
4,300
3,590
1.20
F
N
SR 60 / BRANDON BLVD: (LAKEWOOD DR-to-LITHIA PINECREST)
BR PA 6D 45
D 1.75
2.86
69,000
50,300
3,700
2,680
1.38
F
N
SR 60 / BRANDON BLVD: (LITHIA PINECREST-to-VALRICO RD)
BR PA 8D 50
D 1.90
2.11
52,500
67,300
2,900
3,590
0.81
D Y
SR 60 / BRANDON BLVD: (VALRICO RD -to-DOVER RD)
VR PA 4D 55
D 2.04
1.96
38,000
36,700
2,200
1,960
1.12
F
N
State Roadways * Capacity and V/C based on 1.2E. LOS based on Generalized Tables
March 2011
2-3
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