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)
131ST AVE: (NEBRASKA AVE -to-30TH ST)
USF
Y C 2U 45 E 1.54 2.60
6,552 * 15,390
393
817
0.48 C Y
12TH ST/INTERCHANGE: (US 41-to-SHELL POINT)
RU
Y C 2U 40 D 1.70 1.18
2,822 14,440
149
760
0.20 B Y
14TH ST: (19TH AVE NW-to-SHELL POINT)
RU
Y C 2U 40 D 1.00 2.00
904 13,015
49
694
0.07 C Y
15TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF
Y C 2U 45 D .99 2.02
8,296 14,440
422
770
0.55 C Y
RU
Y C 2U 45 D 2.32 0.86
2,058 * 14,440
114
760
0.15 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 * 14,440
160
760
0.21 B Y
RU/SCC Y MA 2U 50 D 1.00 1.00
4,762 * 14,440
227
760
0.30 B Y
19TH AVE NE: (30TH ST-to-CYPRESS VILLAGE DRIVE)
SCC
Y MA 2U 50 D 2.85 0.00
3,870 * 20,045
268
1,064
0.25 B Y
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
9,587 * 15,390
545
817
0.67 D Y
30TH ST: (SR 674-to-19TH AVE)
RU
Y C 2U 45 D 1.50 0.67
7,356 * 14,440
437
760
0.58 B Y
46TH ST: (FLETCHER AVE -to-SKIPPER RD)
USF
Y C 2U 45 D .79 1.27
14,760 15,675
755
836
0.90 C Y
50TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y C 2U 45 E .99 1.01
10,781 15,675
555
836
0.66 C Y
56TH ST: (FOWLER AVE -to-FLETCHER AVE)
USF/T Y MA 4D 50 D 1.02 0.98
28,078 * 34,865 1,238
1,862
0.67 B Y
78TH ST: (SR 60/ADAMO DR-to-CAUSEWAY BLVD)
PR
Y C 4D 45 E 2.08 1.44
25,063 * 34,865 1,407
1,862
0.76 B Y
78TH ST: (CAUSEWAY BLVD -to-MADISON AVE)
PR
Y C 2U 45 E 1.61 0.62
11,038 15,675
587
836
0.70 C Y
78TH ST: (MADISON AVE -to-RIVERVIEW DR)
PR/RV Y C 2U 50 D 2.40 0.42
5,605 * 15,675
373
836
0.45 B Y
TNC/EGL Y MA 4D 45 E 2.15 1.40
26,716 34,865 1,866
1,862
1.00 F N
ANDERSON RD/HOOVER BLVD:(HILLSBOROUGH AVE-to-WATERS AVE)
TNC/EGL Y MA 4D 45 E 1.08 1.85
31,127 * 34,865 1,695
1,862
0.91 C Y
ANDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
ANDERSON RD: (LINEBAUGH AVE -to-GUNN HWY)
CW Y MA 4D 50 D 1.49 0.67
22,645 * 34,865 1,520
1,862
0.82 C Y
TNC
Y MA 2U 45 D 1.05 0.95
12,370 15,675
740
836
0.89 C Y
ANDERSON RD: (HILLSBOROUGH AVE -to-HOOVER BLVD)
RU
Y C 4D 45 D 2.49 0.80
15,077 * 34,865
757
1,862
0.41 B Y
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
16,078 15,675
682
836
0.82 C Y
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-1
March 2011
Made with FlippingBook Learn more on our blog