THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
Cap Avail
Plan Area Reg FC
AADT Daily Cap
Roadway (From/To)
ARMENIA AVE: (BUSCH BLVD -to-FLETCHER AVE) CW/EGL/T Y C 2U 45 D 2.59 1.16
8,613 * 15,675
731
836
0.87 C Y
BALM BOYETTE RD: (CR 672 -to-BOYETTE RD)
RV/SR Y C 2U 45 C 4.11 0.00
1,265 * 14,345
82
760
0.11 B Y
RV
Y C 2U 45 D 1.23 0.81
9,751 * 15,675
611
836
0.73 C Y
BALM RIVERVIEW RD: (US HWY 301-to-BOYETTE RD )
RV
Y C 2U 45 D 2.51 0.40
11,410 * 15,675
965
836
1.15 F N
BALM RIVERVIEW RD: (BOYETTE RD-to-RHODINE RD)
RV
Y C 2U 45 C 1.55 0.65
8,630 * 13,395
460
713
0.65 C Y
BALM RIVERVIEW RD: (RHODINE RD -to-BIG BEND RD)
RV/BA Y C 2U 55 C 2.36 0.42
3,448 * 13,395
186
713
0.26 B Y
BALM RIVERVIEW RD: (BIG BEND RD-to-BALM RD )
BALM WIMAUMA RD: (SR 674 -to-CR 672)
RV
Y MAC 2U 45 C 3.97 0.25
2,835 * 9,310
139
494
0.28 C Y
BARRY RD: (HANLEY RD -to-BENJAMIN RD)
TNC
Y C 2U 45 D 1.29 0.78
5,821 * 15,675
560
836
0.67 C Y
USF
Y MA 4D 45 D 2.37 2.11
51,026 31,540 2,310
1,682
1.37 F N
BEARSS AVE: (BRUCE B DOWNS BLVD -to-NEBRASKA AVE)
USF
Y MA 4D 45 D 2.88 2.08
44,644 31,540 1,964
1,682
1.17 F N
BEARSS AVE: (FLORIDA AVE-to-DALE MABRY HWY)
BR
Y C 2U 35 D 2.00 1.00
11,558 * 15,675
634
836
0.76 C Y
BELL SHOALS RD: (LITHIA PINECREST-to-BLOOMINGDALE AVE)
BLD Y C 2U 45 D 2.76 0.72
27,145 15,675 1,300
836
1.56 F N
BELL SHOALS RD: (BLOOMINGDALE AVE-to-BOYETTE RD)
TNC
Y C 2U 45 D 1.01 1.98
14,472 15,675
781
836
0.93 D Y
BENJAMIN RD: (SLIGH AVE-to-HILLSBOROUGH AVE)
BENJAMIN RD: (SLIGH AVE-to-WATERS AVE)
TNC
Y C 2U 45 D 1.03 0.97
12,779 15,675
853
836
1.02 F N
BIG BEND RD: (US HWY 41 -to-I-75)
GB/ABP Y MA 4D 55 D 1.70 1.76
28,825 * 34,865 1,270
1,862
0.68 B Y
BIG BEND RD: (I-75 -to-US HWY 301)
RV
Y MA 4D 55 D 1.30 0.77
42,086 * 34,865 2,827
1,862
1.52 F N
RV
Y C 4D 35 D 1.04 0.00
21,938 * 61,085 1,463
3,154
0.46 B Y
BIG BEND RD: (US HWY 301 -to-SUMMERFIELD BLVD)
RV
Y C 2U 55 D 2.12 0.47
11,782 * 15,675
720
836
0.86 C Y
BIG BEND RD: (SUMMERFIELD BLVD -to-BALM RIVERVIEW)
BLOOMINGDALE AVE: (US HWY 301 -to-KINGS AVE) BR/RV/BLD Y MA 4D 45 D 2.70 0.74
41,329 34,865 2,037
1,862
1.09 F N
BR/BLD Y MA 4D 45 D 1.50 2.00
56,356 * 31,540 4,071
1,682
2.42 F N
BLOOMINGDALE AVE: (KINGS AVE-to-BELL SHOALS RD)
BR/BLD Y MA 4D 45 D 1.60 2.50
28,175 31,540 1,382
1,682
0.82 D Y
BLOOMINGDALE AVE: (BELL SHOALS RD-to-LITHIA PINECREST)
BR
Y C 2U 45 D 1.47 1.36
10,310 * 15,675
624
836
0.75 C Y
BLOOMINGDALE AVE: (LITHIA PINECREST -to-LITTLE RD)
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
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March 2011
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