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)
RIVERVIEW DR: (US HWY 41 -to-PROVIDENCE RD)
RV
Y C 2U 45 D 4.50 0.44
11,420 * 15,675
605
836
0.72 C Y
S MOBLEY RD: (RACE TRACK RD -to-GUNN HWY)
KO/NWH Y C 2U 35 C 2.16 0.46
10,186 * 8,800
582
440
1.32 F N
CW Y C 4D 45 D 2.14 1.87
13,484 * 34,865
811
1,862
0.44 B Y
S VILLAGE DR: (DALE MABRY HWY -to-EHRLICH RD)
SAINT CLOUD AVE: (SR 60-to-DURANT RD)
VR
Y C 2U 40 D 2.03 0.99
5,611 * 15,675
342
836
0.41 B Y
SAM ALLEN RD: (FORBES RD -to-SR 39)
ER
Y C 2U 45 C 3.52 0.00
4,551 * 14,345
257
760
0.34 B Y
SAM ALLEN RD: (SR 39 -to-WILDER RD)
ER/PC Y C 2U 50 C 1.97 0.00
5,307 * 14,345
282
760
0.37 B Y
SEFFNER VALRICO: (WHEELER-to-FRONT ST)
BR
Y C 2U 40 D 2.20 0.00
4,767 * 21,090
276
1,083
0.26 B Y
NWH/TNC Y MA 4D 45 E 2.06 0.97
47,113 34,865 2,111
1,862
1.13 F N
SHELDON RD: (HILLSBOROUGH AVE -to-WATERS AVE)
SHELDON RD: (WATERS AVE-to-LINEBAUGH AVE) NWH/TNC Y MA 4D 45 E 1.28 1.56
29,489 * 34,865 1,531
1,862
0.82 C Y
NWH Y MA 4D 45 E 1.40 1.43
36,535 34,865 1,702
1,862
0.91 C Y
SHELDON RD: (LINEBAUGH AVE-to-CITRUS PARK DR)
SHELDON RD: (CITRUS PARK DR -to-GUNN HWY)
NWH Y MA 4D 45 D 1.06 1.89
22,191 * 34,865
910
1,862
0.49 B Y
SHELL POINT RD: (SEA GRAPE DR-to-US HWY 41)
RU
Y C 2U 40 D 2.35 0.43
2,421 * 14,440
149
760
0.20 B Y
SHELL POINT RD/21ST: (US 41 -to-SR 674)
RU
Y C 2U 40 D 2.21 0.45
5,108 * 14,440
231
760
0.30 B Y
LU
Y C 2U 35 C 1.11 1.80
6,029 * 14,630
399
779
0.51 B Y
SIMMONS RD: (CRENSHAW LAKE-to-CRYSTAL LAKE RD)
SKIPPER RD: (NEBRASKA AVE -to-BEARSS AVE)
USF
Y C 2U 45 E .54 1.85
6,422 * 15,675
293
836
0.35 B Y
CW/EGL/T Y C 2U 45 D 1.19 1.68
15,083 * 15,675
838
836
1.00 F N
SKIPPER RD/46th St: (BRUCE B DOWNS-to-FLETCHER AVE)
EGL
Y MA 2U 45 D 2.30 0.43
14,342 * 15,675
771
836
0.92 C Y
SLIGH AVE/PINECREST MANOR: (DALE MABRY HWY -to-BENJAMIN AVE)
SLIGH AVE/43RD ST: (HANNA AVE-to-56TH ST)
EL
Y C 2U 45 E 1.51 0.66
8,664 * 15,675
459
836
0.55 B Y
SLIGH AVE: (56TH ST -to-US HWY 301)
EL
Y C 2U 45 D 2.37 0.42
5,383 * 15,675
339
836
0.41 B Y
SLIGH AVE: (US 301-to-WILLIAMS RD)
TH
Y C 2U 40 C 2.73 0.00
917 14,345
67
760
0.09 B Y
SMITH-RYALS RD: (SR 60 -to-TRAPNELL RD)
ER
Y C 2U 50 C 2.10 0.00
1,956 * 13,490
115
741
0.16 B Y
SUMMERFIELD BLVD: (BIG BEND-to-RHODINE RD)
LU
Y C 2U 35 D 2.08 0.48
2,483 15,675
179
836
0.21 B Y
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-12
March 2011
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