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
Daily Cap
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
Roadway (From/To)
131ST AVE: (NEBRASKA AVE -to-30TH ST)
USF
Y C 2U 45 E 1.54 2.60
7,830 * 15,485 783
106
561
808 0.70 D
Y
12TH ST/INTERCHANGE: (US 41-to-SHELL POINT)
RU
N C 2U 40 D 1.70 1.18
4,750 10,800 475
124
240
550 0.44B B Y A
14TH ST: (19TH AVE NW-to-SHELL POINT)
RU
N C 2U 40 D 1.00 2.00
1,070 10,600 107
106
54
530 0.10 B C N A-V
15TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF
Y C 2U 45 E .99 2.02
6,740 15,485 674
106
350
808 0.43 C
Y
RU
Y C 2U 45 D 2.32 0.86
1,930 14,725 193
124
110
779 0.14 B
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
2,700 14,725 270
124
160
779 0.21 B
Y
RU/SCC Y MA 2U 50 D 1.00 1.00
4,460 14,725 446
124
220
779 0.28 C
Y
19TH AVE NE: (30TH ST-to-CYPRESS VILLAGE DRIVE)
SCC
Y MA 2U 50 D 2.85 0.00
3,630 17,290 363
131
260
827 0.32 B
N 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
9,600 15,485 960
106
570
808 0.71 D
Y CIP
30TH ST: (SR 674-to-19TH AVE)
RU
Y C 2U 45 D 1.50 0.67
4,718 14,725 472
124
245
779 0.32 C
Y
46TH ST: (FLETCHER AVE -to-SKIPPER RD)
USF
Y C 2U 45 D .79 1.27
17,400 15,580 1,740
131
927
817 1.13 F
N
50TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y C 2U 45 E .99 1.01
14,800 * 16,055 1,480
131
960
846 1.14 F
N
56TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y MA 4D 50 D 1.02 0.98
25,900 33,915 2,590
330
1,400
1,625 0.86 C
Y
78TH ST: (SR 60/ADAMO DR-to-CAUSEWAY BLVD)
PR
Y C 4D 45 D 2.08 1.44
16,360 * 33,915 1,636
330
904
1,625 0.56 B
Y
78TH ST: (CAUSEWAY BLVD -to-MADISON AVE)
PR
Y C 2U 45 D 1.61 0.62
11,400 15,580 1,140
131
990
817 1.21 F
N
78TH ST: (MADISON AVE -to-RIVERVIEW DR)
PR/RV Y C 2U 50 D 2.40 0.42
5,070 15,580 507
131
300
817 0.37 C
Y
TNC/EGL Y MA 4D 45 D 2.15 1.40
30,800 32,600 3,080
330
2,000
2,010 1.00 E E N A
ANDERSON RD:(HILLSBOROUGH AVE-to-WATERS AVE)
TNC/EGL Y MA 4D 45 D 1.08 1.85
36,800 * 42,100 3,680
330
2,600
2,360 1.10 F E N A
ANDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
ANDERSON RD: (LINEBAUGH AVE -to-GUNN HWY)
CW Y MA 4D 50 D 1.49 0.67
22,900 25,900 2,290
330
1,800
1,580 1.14 F E N A
RU
Y C 4D 45 D 2.49 0.80
11,600 33,915 1,160
330
720
1,625 0.44 B E 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
17,200 15,580 1,720
131
1,100
817 1.35 F F N
ARMENIA AVE: (BUSCH BLVD -to-FLETCHER AVE) CW/EGL/T Y C 2U 45 D 2.59 1.16
7,800 15,580 780
131
720
850 0.85D E Y A
BALM BOYETTE RD: (CR 672 -to-BOYETTE RD)
RV/SR Y C 2U 45 C 4.11 0.00
1,690 12,255 169
131
110
656 0.17 B
Y
RV
Y C 2U 45 D 1.23 0.81
9,440 10,400 944
131
540
580 0.93 D E N A-V
BALM RIVERVIEW RD: (US HWY 301-to-BOYETTE RD )
RV
Y C 2U 45 D 2.51 0.40
8,230 18,800 823
131
590
910 0.65 C E N A-V
BALM RIVERVIEW RD: (BOYETTE RD-to-RHODINE RD)
RV
Y C 2U 45 C 1.55 0.65
8,220 16,500 822
124
440
700 0.63 C E N A-V
BALM RIVERVIEW RD: (RHODINE RD -to-BIG BEND RD)
County Roadways * Growth Factor Applied to 2005 Count
1
OCTOBER 2006
Made with FlippingBook Learn more on our blog