THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
1% Cap "LOS C"
PM Pk Hr Dir Vol
PM Pk Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
EL/T PA 4D 45 E 1.35 1.48 1.0 40,100 35,700 4,010
347
2,100
1,860
1.13 F B N
50TH/56TH ST: (ML KING JR BLVD -to-HILLSBOROUGH AVE)
56TH ST: (HILLSBOROUGH AVE-to-RIVERHILLS DRIVE)
EL PA 4D 45 E 2.08 1.44 1.2 45,700 35,700 4,570
347
2,400
1,860
1.29 F F N
56TH ST: (RIVERHILLS DR -to-FOWLER AVE)
TT PA 4D 45 E 1.93 2.59 1.0 36,600 34,500 3,660
260
2,000
1,800
1.11 F F N
BUSCH BLVD: (ARMENIA AVE-to-DALE MABRY)
EGL PA 4U 45 E 1.30 2.31 1.0 51,800 32,775 5,180
25
2,800
1,710
1.64 F F N
CAUSEWAY BLVD: (US 41-to-US 301)
PR PA 4D 45 D 3.18 0.94 1.0 23,800 35,700 2,380
347
1,300
1,860
0.70 B E Y CIP
DALE MABRY HWY: (HILLSBOROUGH AVE-to-WATERS AVE) EGL PA 6D 45 E 2.00 1.50 1.0 84,800 53,500 8,480 521 4,500 2,790
1.61 F F N
DALE MABRY HWY: (WATERS AVE-to-FLETCHER AVE) CW/EGL PA 6D 45 E 2.76 2.17 1.2 78,200 51,800 7,820 403 4,100 2,710
1.51 F F N
CW PA 6D 45 E 1.35 2.22 1.0 69,100 51,800 6,910
403
3,700
2,710
1.37 F F N
DALE MABRY HWY: (FLETCHER AVE-to-BEARSS/EHRLICH)
DALE MABRY HWY: (BEARSS/EHRLICH-to-VAN DYKE) CW/LU PA 6D 50 D 2.49 2.81 1.0 69,100 * 49,200 6,910 403 3,700 2,570
1.44 F E N
DALE MABRY HWY: (VAN DYKE-to-LUTZ LAKE FERN)
LU PA 4D 55 D 1.20 1.67 1.0 48,300 35,700 4,830
347
2,600
1,860
1.40 F F N
LU PA 4D 55 D 2.58 0.39 1.0 37,600 35,700 3,760
347
2,000
1,860
1.08 F
N V
DALE MABRY HWY: (LUTZ LAKE FERN-to-COUNTYLINE RD)
FLORIDA AVE: (FOWLER AVE-to-FLETCHER AVE)
CW MA 4D 45 E 1.00 2.00 1.0 33,000 34,500 3,300
260
1,800
1,800
1.00 E E N
FLORIDA AVE: (FLETCHER AVE -to-BEARSS AVE)
CW MA 4D 45 E 1.28 1.56 1.0 24,400 35,700 2,440
347
1,300
1,860
0.70 B E Y
FLORIDA AVE: (BEARSS AVE -to-FLORIDA/ NEBRASKA APEX) CW/USF MA 4D 45 D 1.64 1.22 1.0 26,900 35,700 2,690 347 1,500 1,860
0.81 B E Y
FOWLER AVE: (FLORIDA AVE--to-BRUCE B DOWNS)
USF/T PA 8D 50 D 2.00 3.00 1.0 57,900 63,800 5,790
638
3,100
3,330
0.93 D
Y IC
FOWLER AVE: (BRUCE B DOWNS-to-56TH ST)
T/TT PA 6D 50 D 1.97 2.54 1.0 66,500 49,200 6,650
403
3,500
2,570
1.36 F F N
FOWLER AVE: (56TH ST-to-I-75)
TT/USF PA 6D 55 D 2.46 2.03 1.0 56,200 * 49,200 5,620 EL/ER PA 4D 55 D 1.43 0.70 1.0 17,700 35,700 1,770
403
3,000
2,570
1.17 F F N
FOWLER AVE: (I-75-to-US 301)
347
930
1,860
0.50 B C Y
HILLSBOROUGH AVE: (ANDERSON-to-VETERANS EXPWY) TNC/T PA 6D 45 E 1.41 2.84 1.2 71,600 * 51,800 7,160 403 3,800 2,710 HILLSBOROUGH AVE: (VETERANS EXPWY -to-SHELDON RD) TNC PA 6D 45 E 2.20 3.18 1.0 69,600 * 51,800 6,960 403 3,700 2,710
1.40 F E N
1.37 F E N
NWH PA 6D 50 D 3.00 1.00 1.0 57,100 53,500 5,710
521
2,900
2,790
1.04 D D N
HILLSBOROUGH AVE: (SHELDON RD -to-COUNTRYWAY BLVD)
NWH PA 8D 55 D 1.85 1.08 1.0 56,400 67,800 5,640
678
3,000
3,540
0.85 B D Y IC
HILLSBOROUGH AVE: (COUNTRYWAY BLVD-to-RACE TRACK RD)
HILLSBOROUGH AVE: (50TH ST -to-US HWY 301)
EL PA 4D 45 E 2.71 1.48 1.0 56,400 35,700 5,640
347
3,000
1,860
1.61 F E N
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
13
Made with FlippingBook Learn more on our blog