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 35,100 35,700 3,510
347
1,900
1,860
1.02 F
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 D 1.93 2.59 1.0 40,600 32,700 4,060
260
2,200
1,710
1.29 F F N
BUSCH BLVD: (ARMENIA AVE-to-DALE MABRY)
EGL PA 4U 45 E 1.30 2.31 1.0 45,700 32,775 4,570
25
2,400
1,710
1.40 F F N
CAUSEWAY BLVD: (US 41-to-US 301)
PR PA 4D 45 D 3.18 0.94 1.0 25,400 35,700 2,540
347
1,400
1,860
0.75 B E Y CIP
DALE MABRY HWY: (HILLSBOROUGH AVE-to-WATERS AVE) EGL PA 6D 45 E 2.00 1.50 1.0 75,200 53,500 7,520 521 4,000 2,790
1.43 F F N
DALE MABRY HWY: (WATERS AVE-to-FLETCHER AVE) CW/EGL PA 6D 45 E 2.76 2.17 1.2 75,700 51,800 7,570 403 4,000 2,710
1.48 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 67,000 * 49,200 6,700 403 3,600 2,570
1.40 F F N
DALE MABRY HWY: (VAN DYKE-to-LUTZ LAKE FERN)
LU PA 4D 55 D 1.20 1.67 1.0 40,100 35,700 4,010
347
2,100
1,860
1.13 F F N
LU PA 4D 55 D 2.58 0.39 1.0 26,400 35,700 2,640
347
1,400
1,860
0.75 B
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 29,000 34,500 2,900
260
1,600
1,800
0.89 D E Y
FLORIDA AVE: (FLETCHER AVE -to-BEARSS AVE)
CW MA 4D 45 E 1.28 1.56 1.0 25,400 35,700 2,540
347
1,400
1,860
0.75 B E Y
FLORIDA AVE: (BEARSS AVE -to-FLORIDA/ NEBRASKA APEX) CW/UA MA 4D 45 D 1.64 1.22 1.0 26,400 35,700 2,640 347 1,400 1,860 0.75 B Y
FOWLER AVE: (FLORIDA AVE--to-BRUCE B DOWNS)
UA/T PA 8D 50 D 2.00 3.00 1.0 57,400 63,800 5,740
638
3,000
3,330
0.90 D
Y IC
FOWLER AVE: (BRUCE B DOWNS-to-56TH ST)
T/TT PA 6D 50 D 1.97 2.54 1.0 63,000 49,200 6,300
403
3,300
2,570
1.28 F F N
FOWLER AVE: (56TH ST-to-I-75)
TT/UA PA 6D 55 D 2.46 2.03 1.0 59,600 * 49,200 5,960 EL/ER PA 4D 55 D 1.43 0.70 1.0 16,300 35,700 1,630
403
3,200
2,570
1.25 F E N
FOWLER AVE: (I-75-to-US 301)
347
860
1,860
0.46 B
Y
HILLSBOROUGH AVE: (ANDERSON-to-VETERANS EXPWY) TNC/T PA 6D 45 E 1.41 2.84 1.2 69,100 * 51,800 6,910 403 3,700 2,710 HILLSBOROUGH AVE: (VETERANS EXPWY -to-SHELDON RD) TNC PA 6D 45 E 2.20 3.18 1.0 60,200 * 51,800 6,020 403 3,200 2,710
1.37 F F N
1.18 F F N
NWH PA 6D 50 D 3.00 1.00 1.0 52,600 53,500 5,260
521
2,700
2,790
0.97 D
Y
HILLSBOROUGH AVE: (SHELDON RD -to-COUNTRYWAY BLVD)
NWH PA 8D 55 D 1.85 1.08 1.0 52,300 67,800 5,230
678
2,800
3,540
0.79 B
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 46,200 35,700 4,620
347
2,500
1,860
1.34 F F N
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
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