THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
5% Cap "LOS C"
PM Pk Hr Dir Vol
INT LOS
Cap Avail
Spc Note
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi)
Sig/ Mi
Max V/C AADT
Daily Cap
10% AADT
PM Pk Hr Dir Cap
V/C Ratio LOS
Roadway (From/To)
56TH ST: (ML KING JR BLVD -to-HILLSBOROUGH AVE)
TH PA 4D 45 E 1.35 1.48 1.0 34,600 35,700 3,460 1,735 1,900
1,860
1.02 F
N
56TH ST: (HILLSBOROUGH AVE-to-RIVERHILLS DRIVE)
TH PA 4D 45 E 2.08 1.44 1.2 46,900 35,700 4,690 1,735 2,500
1,860
1.34 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 1,300 2,200
1,710
1.29 F F N
BUSCH BLVD: (ARMENIA AVE-to-DALE MABRY)
C PA 4U 45 E 1.3 2.31 1.0 45,400 32,775 4,540 124
2,400
1,710
1.40 F F N
CAUSEWAY BLVD: (US 41-to-US 301)
G PA 4D 45 D 3.18 0.94 1.0 22,400 35,700 2,240 1,735 1,200
1,860
0.65 B E Y CIP
T PA 6D 45 E 2.00 1.50 1.0 77,900 53,500 7,790 2,605 4,100
2,790
1.47 F F N
DALE MABRY HWY: (HILLSBOROUGH AVE-to-WATERS AVE)
DALE MABRY HWY: (WATERS AVE-to-FLETCHER AVE)
T PA 6D 45 E 2.76 2.17 1.2 74,200 51,800 7,420 2,015 3,900
2,710
1.44 F F N
C PA 6D 45 E 1.35 2.22 1.0 71,200 51,800 7,120 2,015 3,800
2,710
1.40 F F N
DALE MABRY HWY: (FLETCHER AVE-to-BEARSS/EHRLICH)
DALE MABRY HWY: (BEARSS/EHRLICH-to-VAN DYKE)
K PA 6D 50 D 2.49 2.81 1.0 65,000 49,200 6,500 2,015 3,400
2,570
1.32 F F N
DALE MABRY HWY: (VAN DYKE-to-LUTZ LAKE FERN)
K PA 4D 55 D 1.2 1.67 1.0 42,700 35,700 4,270 1,735 2,300
1,860
1.24 F F N
K PA 4D 55 D 2.58 0.39 1.0 28,000 35,700 2,800 1,735 1,500
1,860
0.81 B
N V
DALE MABRY HWY: (LUTZ LAKE FERN-to-COUNTYLINE RD)
FLORIDA AVE: (FOWLER AVE-to-FLETCHER AVE)
USF MA 4D 45 E 1 2.00 1.0 29,000 34,500 2,900 1,300 1,600
1,800
0.89 D E Y
FLORIDA AVE: (FLETCHER AVE -to-BEARSS AVE)
USF MA 4D 45 E 1.28 1.56 1.0 25,300 35,700 2,530 1,735 1,400
1,860
0.75 B E Y
L MA 4D 45 D 1.64 1.22 1.0 25,300 35,700 2,530 1,735 1,400
1,860
0.75 B
Y
FLORIDA AVE: (BEARSS AVE -to-FLORIDA/ NEBRASKA APEX)
FOWLER AVE: (FLORIDA AVE--to-BRUCE B DOWNS)
T PA 8D 50 D 2.00 3.00 1.0 59,400 63,800 5,940 3,190 3,200
3,330
0.96 D
Y IC
FOWLER AVE: (BRUCE B DOWNS-to-56TH ST)
USF PA 6D 50 D 1.97 2.54 1.0 58,400 49,200 5,840 2,015 3,100
2,570
1.21 F F N
FOWLER AVE: (56TH ST-to-I-75)
TT PA 6D 55 D 2.46 2.03 1.0 57,800 49,200 5,780 2,015 3,100
2,570
1.21 F E N
FOWLER AVE: (I-75-to-US 301)
TH PA 4D 55 D 1.43 0.70 1.0 15,400 35,700 1,540 1,735
810
1,860
0.44 B
Y
TC PA 6D 45 E 1.41 2.84 1.2 67,000 51,800 6,700 2,015 3,600
2,710
1.33 F F N
HILLSBOROUGH AVE: (ANDERSON-to-VETERANS EXPWY)
TC PA 6D 45 E 2.20 3.18 1.0 58,400 51,800 5,840 2,015 3,100
2,710
1.14 F F N
HILLSBOROUGH AVE: (VETERANS EXPWY -to-SHELDON RD)
TC PA 6D 50 D 3.00 1.00 1.0 53,600 53,500 5,360 2,605 2,700
2,790
0.97 C
Y
HILLSBOROUGH AVE: (SHELDON RD -to-COUNTRYWAY BLVD)
TC PA 8D 55 D 1.85 1.08 1.0 48,600 67,800 4,860 3,390 2,600
3,540
0.73 B
Y IC
HILLSBOROUGH AVE: (COUNTRYWAY BLVD-to-RACE TRACK RD)
HILLSBOROUGH AVE: (50TH ST -to-US HWY 301)
TH PA 4D 45 E 2.71 1.48 1.0 43,900 35,700 4,390 1,735 2,300
1,860
1.24 F F N
State Roadways
JULY 2005
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