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
10% AADT
1% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Plan Area Reg FC
AADT Daily Cap
Roadway (From/To)
LU
Y C 2U 50 D .75 1.33
2,155 10,300 215
131
133
817 0.16 B 0.00 Y
VANDERVORT RD: (HANNA RD -to-LIVINGSTON AVE)
LU
Y C 2U 45 C 1.34 0.75
9,353 10,300 935
124
518
500 1.04C E N V
VAN DYKE RD: (SIMMONS RD -to-DALE MABRY HWY)
LU
Y MA 2U 50 D 2.70 1.11
21,436 27,600 2,144
131
1,046 1,250 0.84 D E Y V
VAN DYKE RD: (DALE MABRY HWY -to- VETERANS EXPWY)
KO Y MA 2U 50 D 2.10 0.95
16,126 17,800 1,613
124
751
1,000 0.75 D E Y V
VAN DYKE RD: (VETERANS EXPWY -to-GUNN HWY)
BR
Y C 2U 35 D 2.01 1.49
3,995 * 15,580 399
131
165
817 0.20 B E 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
9,563 * 15,580 956
131
537
817 0.66 C B Y
EGL
Y MA 4D 45 E 1.27 2.36
33,389 32,775 3,339
247
1,308 1,710 0.77 D F Y
WATERS AVE: (ARMENIA AVE -to-DALE MABRY HWY)
EGL
Y MA 6D 45 D 2.00 2.00
46,520 46,740 4,652
383
2,062 2,442 0.85 D F Y
WATERS AVE: (DALE MABRY HWY -to-ANDERSON RD)
WATERS AVE: (ANDERSON RD-to-SHELDON RD)
TNC Y MA 6D 45 D 2.78 3.24
50,315 46,740 5,032
383
2,287 2,442 0.94 D F Y
WATERS AVE: (SHELDON RD -to-MONTAGUE RD)
TNC Y C 4D 45 D 0.92 0.81
19,437 33,915 1,944
330
1,424 1,625 0.88 B E Y
TNC Y C 4D 45 D 1.54 0.81
12,121 33,915 1,212
330
835
1,625 0.51 B E Y
WATERS AVE: (MONTAGUE RD -to-COUNTRYWAY BLVD)
TNC Y C 2U 45 D 1.18 1.69
6,344 15,580 634
131
336
817 0.41 C F 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
1,649 12,065 165
127
97
570 0.17 B
Y
WHEELER RD: (LAKEWOOD DR-to-PARSONS RD)
BR
Y C 2U 35 D 1.58 1.27
8,063 6,800 806
131
697
590 1.18F F N A
WHEELER RD: (PARSONS RD -to-VALRICO RD)
BR
Y C 2U 40 D 2.02 0.99
10,843 7,200 1,084
131
845
490 1.73F C N A
LU
Y C 2U 45 C 2.18 0.46
7,554 * 12,445 755
124
408
656 0.62 C
Y
WHITAKER RD/VANDERVORT: (LIVINGSTON-to-US HWY 41)
CW Y C 2U 45 C 1.00 1.00
5,638 12,445 564
124
302
656 0.46 C
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
1,067 * 12,445 107
124
53
656 0.08 B
Y
ER
Y C 2U 45 C 3.00 0.67
2,565 * 12,445 256
124
256
656 0.39 C
Y
WILDER RD: (I-4 FRONTAGE N-to-KNIGHTS-GRIFFIN)
WILLIAMS RD: (BROADWAY AVE -to-MLK BLVD)
SFN Y C 2U 40 E 2.30 0.87
5,618 6,200 562
131
344
320 1.08D E N A
WILLIAMS RD: (MLK BLVD-to-US HWY 92)
SFN Y C 2U 45 D 1.20 0.83
8,503 13,300 850
131
587
550 1.07 E F N HP
WILLIAMS RD: (US HWY 92-to-FOWLER AVE)
TH/SFN Y C 2U 45 C 4.32 0.69
6,040 9,000 604
124
438
480 0.91C C Y A
TNC Y C 2U 45 D .98 1.02
15,234 15,580 1,523
131
864
817 1.06 F E N
WILSKY BLVD: (HANLEY RD -to-VETERANS EXPWY)
BR
Y C 2U 35 D 2.02 0.50
9,212 15,580 921
131
678
817 0.83 C D Y
WINDHORST RD: (LAKEWOOD RD-to-SEFFNER VALRICO RD)
BR
Y C 2U 45 D 1.51 1.32
12,410 18,500 1,241
131
979
1,370 0.72 D F Y A
WOODBERRY RD: (FALKENBURG RD -to-LAKEWOOD DR)
County Roadways * Growth Factor Applied to 2006 Count
12
AUGUST 2007
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