THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
5% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
131ST AVE: (NEBRASKA AVE -to-30TH ST)
USF C 2U 45 E 1.54 2.60 1.0 7,670 15,485 767
532
550
808 0.68 C
Y
12TH ST/INTERCHANGE: (US 41-to-SHELL POINT)
R C 2U 40 D 1.70 1.18 1.0 4,750 10,800 475
622
240
550 0.44B B Y A
14TH ST: (19TH AVE NW-to-SHELL POINT)
R C 2U 40 D 1.00 2.00 1.0 1,070 10,600 107
532
54
530 0.10 B C N A-V
15TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF C 2U 45 E .99 2.02 1.0 7,060 15,485 706
532
370
808 0.46 C
Y
19TH AVE NW: (EG SIMMONS PARK -to-US HWY 41)
R C 2U 45 D 2.32 0.86 1.0 1,930 14,725 193
622
110
779 0.14 B
Y
19TH AVE NE: (US HWY 41-TO-30TH ST)
R C 2U 45 D 2.25 0.44 1.0 2,700 14,725 270
622
160
779 0.21 B
Y
19TH AVE NE: (30TH ST-to-CYPRESS VILLAGE DRIVE)
R C 2U 50 D 1.00 1.00 1.0 4,460 14,725 446
622
220
779 0.28 C
Y
19TH AVE NE: (CYPRESS VILLAGE DRIVE-to-US HWY 301)
R C 2U 50 D 2.85 0.00 1.0 3,630 17,290 363
655
260
827 0.32 B
N V
22ND ST: (CLUB PARK DR-to-BEARSS AVE)
USF C 2U 45 E 1.42 2.11 1.0 11,500 15,485 1,150
532
690
808 0.85 D
Y
30TH ST: (SR 674-to-19TH AVE)
R C 2U 45 D 1.50 0.67 1.0 4,718 14,725 472
622
245
779 0.32 C
Y
50TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF C 2U 45 E .99 1.01 1.0 14,500 16,055 1,450
656
850
846 1.01 F
N
56TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF MA 4D 50 D 1.02 0.98 1.0 26,700 33,915 2,670 1,648
1,400 1,625 0.86 B
Y
78TH ST: (SR 60/ADAMO DR-to-CAUSEWAY BLVD)
G C 4D 45 D 2.08 1.44 1.0 15,200 33,915 1,520 1,648
840
1,625 0.52 B
Y
78TH ST: (CAUSEWAY BLVD -to-MADISON AVE)
G C 2U 45 D 1.61 0.62 1.0 9,200 15,580 920
656
990
817 1.21 F
N
78TH ST: (MADISON AVE -to-RIVERVIEW DR)
G C 2U 50 D 2.40 0.42 1.0 4,240 15,580 424
656
220
817 0.27 C
Y
ANDERSON RD: (HILLSBOROUGH AVE -to-HOOVER BLVD)
TC MA 2U 45 D 1.05 0.95 1.0 12,600 16,000 1,260
656
810
950 0.85 D
Y A
TC MA 4D 45 D 2.15 1.40 1.0 30,300 32,600 3,030 1,648
2,100 2,010 1.05 F E N A
ANDERSON RD/HOOVER:(HILLSBOROUGH AVE-to-WATERS AVE)
ANDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
TC MA 4D 45 D 1.08 1.85 1.0 36,500 42,100 3,650 1,648
2,500 2,360 1.06 F E N A
ANDERSON RD: (LINEBAUGH AVE -to-GUNN HWY)
C MA 4D 50 D 1.49 0.67 1.0 22,800 25,900 2,280 1,648
1,800 1,580 1.14 F E N A
APOLLO BEACH BLVD: (SURFSIDE BLVD -to-US HWY 41)
R C 4D 45 D 2.49 0.80 1.0 9,970 33,915 997
1,648
550
1,625 0.34 B E Y HCS
ARMENIA AVE: (SLIGH AVE -to-BUSCH BLVD)
T C 2U 45 D 1.59 1.26 1.0 16,800 15,580 1,680
656
1,100
817 1.35 F F N
ARMENIA AVE: (BUSCH BLVD -to-FLETCHER AVE)
C C 2U 45 D 2.59 1.16 1.0 8,700 15,580 870
656
820
850 0.97D E Y A
BALM BOYETTE RD: (CR 672 -to-BOYETTE RD)
BW C 2U 45 C 4.11 0.00 1.0 975 12,255 98
655
52
656 0.08 A
Y
BALM RIVERVIEW RD: (US HWY 301-to-BOYETTE RD )
G C 2U 45 D 1.23 0.81 1.0 6,990 10,400 699
656
390
580 0.67 D E N A-V
BALM RIVERVIEW RD: (BOYETTE RD-to-RHODINE RD)
BW C 2U 45 D 2.51 0.40 1.0 10,500 18,800 1,050
656
650
910 0.71 B E N A-V
BALM RIVERVIEW RD: (RHODINE RD -to-BIG BEND RD)
BW C 2U 45 C 1.55 0.65 1.0 8,760 16,500 876
622
450
700 0.64 B E N A-V
County Roadways
JULY 2005
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