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
10% AADT
1% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Plan Area Reg FC
AADT Daily Cap
Roadway (From/To)
131ST AVE: (NEBRASKA AVE -to-30TH ST)
USF
Y C 2U 45 E 1.54 2.60
6,819 15,485 682
106
401
808 0.50 C E Y
12TH ST/INTERCHANGE: (US 41-to-SHELL POINT)
RU
Y C 2U 40 D 1.70 1.18
4,978 * 14,725 498
124
251
779 0.32C B Y A
14TH ST: (19TH AVE NW-to-SHELL POINT)
RU
Y C 2U 40 D 1.00 2.00
1,121 * 13,775 112
106
57
722 0.08 B A Y A-V
15TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF
Y C 2U 45 E .99 2.02
6,879 * 15,485 688
106
357
808 0.44 C D Y
RU
Y C 2U 45 D 2.32 0.86
2,022 * 14,725 202
124
115
779 0.15 B A Y
19TH AVE NW: (EG SIMMONS PARK -to-US HWY 41)
19TH AVE NE: (US HWY 41-TO-30TH ST)
RU
Y MA 2U 45 D 2.25 0.44
2,829 * 14,725 283
124
168
779 0.22 B A Y
RU/SCC Y MA 2U 50 D 1.00 1.00
4,674 * 14,725 467
124
231
779 0.30 C
Y
19TH AVE NE: (30TH ST-to-CYPRESS VILLAGE DRIVE)
SCC
Y MA 2U 50 D 2.85 0.00
3,724 * 17,290 372
131
267
827 0.32 B
Y V
19TH AVE NE: (CYPRESS VILLAGE DRIVE-to-US HWY 301)
22ND ST: (CLUB DR-to-BEARSS AVE)
USF
Y C 2U 45 E 1.42 2.11
10,026 15,485 1,003
106
549
808 0.68 C D Y CIP
30TH ST: (SR 674-to-19TH AVE)
RU
Y C 2U 45 D 1.50 0.67
4,944 * 14,725 494
124
257
779 0.33 C
Y
46TH ST: (FLETCHER AVE -to-SKIPPER RD)
USF
Y C 2U 45 D .79 1.27
17,758 * 15,580 1,776
131
946
817 1.16 F E N
50TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y C 2U 45 E .99 1.01
12,132 16,055 1,213
131
735
846 0.87 D D Y
56TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y MA 4D 50 D 1.02 0.98
26,611 33,915 2,661
330
1,187 1,625 0.73 C E Y
78TH ST: (SR 60/ADAMO DR-to-CAUSEWAY BLVD)
PR
Y C 4D 45 D 2.08 1.44
22,570 33,915 2,257
330
1,308 1,625 0.81 B F Y
78TH ST: (CAUSEWAY BLVD -to-MADISON AVE)
PR
Y C 2U 45 E 1.61 0.62
12,439 16,055 1,244
131
760
846 0.90 D F Y
78TH ST: (MADISON AVE -to-RIVERVIEW DR)
PR/RV Y C 2U 50 D 2.40 0.42
4,998 15,580 500
131
344
817 0.42 C C Y
TNC/EGL Y MA 4D 45 D 2.15 1.40
30,411 33,915 3,041
330
1,583 1,625 0.98 C F Y A
ANDERSON RD/HOOVER BLVD:(HILLSBOROUGH AVE-to-WATERS AVE)
TNC/EGL Y MA 4D 45 E 1.08 1.85
30,775 33,915 3,078
330
1,594 1,710 0.93 C F Y A
ANDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
CW Y MA 4D 50 D 1.49 0.67
22,325 33,915 2,232
330
1,502 1,625 0.92 C F Y A
ANDERSON RD: (LINEBAUGH AVE -to-GUNN HWY)
TNC Y MA 2U 45 D 1.05 0.95
13,669 16,000 1,367
131
847
950 0.89D E Y A
ANDERSON RD: (HILLSBOROUGH AVE -to-HOOVER BLVD)
RU
Y C 4D 45 D 2.49 0.80
13,852 33,915 1,385
330
718
1,625 0.44 B D Y HCS
APOLLO BEACH BLVD: (SURFSIDE BLVD -to-US HWY 41)
ARMENIA AVE: (SLIGH AVE -to-BUSCH BLVD)
EGL/T Y C 2U 45 D 1.59 1.26
17,246 15,580 1,725
131
849
817 1.04 F F N
ARMENIA AVE: (BUSCH BLVD -to-FLETCHER AVE) CW/EGL/T Y C 2U 45 D 2.59 1.16
8,946 15,580 895
131
749
817 0.92D C Y A
BALM BOYETTE RD: (CR 672 -to-BOYETTE RD)
RV/SR Y C 2U 45 C 4.11 0.00
1,150 12,255 115
131
74
656 0.11 A
Y
RV
Y C 2U 45 D 1.23 0.81
8,869 15,580 887
131
556
817 0.68 C E Y A-V
BALM RIVERVIEW RD: (US HWY 301-to-BOYETTE RD )
RV
Y C 2U 45 D 2.51 0.40
10,378 15,580 1,038
131
878
817 1.07 F E N A-V
BALM RIVERVIEW RD: (BOYETTE RD-to-RHODINE RD)
County Roadways * Growth Factor Applied to 2006 Count
1
AUGUST 2007
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