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)
LU
Y C 2U 45 C 1.34 0.75
10,546 13,395
595
713
0.84 C Y
VAN DYKE RD: (SIMMONS RD -to-DALE MABRY HWY)
LU
Y MA 2U 50 D 2.70 1.11
21,474 15,675 1,070
836
1.28 F N
VAN DYKE RD: (DALE MABRY HWY -to- VETERANS EXPWY)
KO
Y MA 2U 50 D 2.10 0.95
17,397 * 14,440
810
760
1.07 F N
VAN DYKE RD: (VETERANS EXPWY -to-GUNN HWY)
BR
Y C 2U 35 D 2.01 1.49
4,067 * 15,675
168
836
0.20 B Y
VICTORIA ST/LIMONA RD: (LAKEWOOD DR-to-PARSONS AVE)
W VILLAGE DR: (S VILLAGE DR-to-EHRLICH)
CW Y C 2U 35 D 1.59 0.63
9,693 * 15,675
544
836
0.65 C Y
EGL
Y MA 4D 45 D 1.27 2.36
32,994 31,540 1,364
1,682
0.81 D Y
WATERS AVE: (ARMENIA AVE -to-DALE MABRY HWY)
EGL
Y MA 6D 45 D 2.00 2.00
45,888 47,785 2,377
2,546
0.93 D Y
WATERS AVE: (DALE MABRY HWY -to-ANDERSON RD)
WATERS AVE: (ANDERSON RD-to-SHELDON RD)
TNC
Y MA 6D 45 E 2.78 3.24
34,051 50,445 1,884
2,689
0.70 C Y
WATERS AVE: (SHELDON RD -to-MONTAGUE RD)
TNC
Y C 4D 45 D 0.92 0.81
17,940 * 34,865 1,315
1,862
0.71 B Y
TNC
Y C 4D 45 D 1.54 0.81
13,181 * 34,865
908
1,862
0.49 B Y
WATERS AVE: (MONTAGUE RD -to-COUNTRYWAY BLVD)
TNC
Y C 2U 45 D 1.18 1.69
6,389 * 15,675
339
836
0.41 B Y
WEBB RD: (MEMORIAL HWY -to-JACKSON SPRINGS)
WESTLAKE RD: (SR 674-to-BISHOP RD)
WM N C 2U 45 C 1.52 0.00
1,908 * 13,490
113
741
0.15 B Y
WHEELER RD: (LAKEWOOD DR-to-PARSONS RD)
BR
Y C 2U 35 D 1.58 1.27
7,905 * 15,675
684
836
0.82 C Y
WHEELER RD: (PARSONS RD -to-VALRICO RD)
BR
Y C 2U 40 D 2.02 0.99
11,175 * 15,675
871
836
1.04 F N
LU
Y C 2U 45 C 2.18 0.46
7,597 * 13,395
411
713
0.58 B Y
WHITAKER RD/VANDERHORT: (LIVINGSTON-to-US HWY 41)
CW Y C 2U 45 C 1.00 1.00
5,299 * 13,395
284
713
0.40 B Y
WILCOX/NEWKIRK RD: (NORTHDALE BLVD-to-HUCTHINSON RD)
WILDER RD: (US HWY 92-to-I-4 FRONTAGE S)
ER/PC Y C 2U 45 C 1.20 1.67
1,088 * 13,395
54
713
0.08 B Y
ER
Y C 2U 45 C 3.00 0.67
2,623 * 13,395
262
713
0.37 B Y
WILDER RD: (I-4 FRONTAGE N-to-KNIGHTS-GRIFFIN)
WILLIAMS RD: (BROADWAY AVE -to-MLK BLVD)
SFN Y C 2U 40 D 2.30 0.87
6,261 * 15,675
383
836
0.46 B Y
WILLIAMS RD: (MLK BLVD-to-US HWY 92)
SFN Y C 2U 45 D 1.20 0.83
9,559 * 15,675
660
836
0.79 C Y
WILLIAMS RD: (US HWY 92-to-FOWLER AVE)
TH/SFN Y C 2U 45 C 4.32 0.69
6,348 * 13,395
460
713
0.65 C Y
TNC
Y C 2U 45 D .98 1.02
15,205 15,675
801
836
0.96 D Y
WILSKY BLVD: (HANLEY RD -to-VETERAN'S EXPWY)
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-14
March 2011
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