THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
5% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
TURKEY CREEK RD: (TRAPNELL RD -to-US HWY 92)
UPC C 2U 45 D 3.76 0.80 1.0 8,660 14,725 866
622
520
779 0.67 C
Y
VALRICO RD: (ML KING BLVD-to-SR 60)
BR C 2U 45 D 3.45 0.58 1.0 12,600 9,800 1,260
656
730
650 1.12F F N A
VALRICO RD: (SR 60-to-LITHIA PINECREST)
BR C 2U 45 D 2.38 2.10 1.0 6,850 14,630 685
532
370
770 0.48 C E Y
VAN DYKE RD: (SIMMONS RD -to-DALE MABRY HWY)
L C 2U 45 C 1.34 0.75 1.0 11,000 10,300 1,100
622
700
500 1.40F F N A
T MA 2U 50 D 2.70 1.11 1.0 24,100 27,600 2,410
656
1,400 1,250 1.12 F F N A
VAN DYKE RD: (DALE MABRY HWY -to- VETERANS EXPWY)
VAN DYKE RD: (VETERANS EXPWY -to-GUNN HWY)
K MA 2U 50 D 2.10 0.95 1.0 18,000 17,800 1,800
622
930
1,000 0.93 D D Y
BR C 2U 35 D 2.01 1.49 1.0 3,870 15,580 387
656
160
817 0.20 B
Y
VICTORIA ST/LIMONA RD: (LAKEWOOD DR-to-PARSONS AVE)
W VILLAGE DR: (S VILLAGE DR-to-EHRLICH)
C C 2U 35 D 1.59 0.63 1.0 9,310 15,580 931
656
530
817 0.65 C
Y
WATERS AVE: (ARMENIA AVE -to-DALE MABRY HWY)
TC MA 4D 45 E 1.27 2.36 1.0 37,300 32,775 3,730 1,235
1,900 1,710 1.11 F F N
WATERS AVE: (DALE MABRY HWY -to-ANDERSON RD)
TC MA 6D 45 D 2.00 2.00 1.0 47,400 46,740 4,740 1,914
2,700 2,442 1.11 F E N
WATERS AVE: (ANDERSON RD-to-SHELDON RD)
TC MA 6D 45 D 2.78 3.24 1.0 49,600 46,740 4,960 1,914
3,600 2,442 1.48 F E N
WATERS AVE: (SHELDON RD -to-COUNTRYWAY BLVD)
TC C 4D 45 D 2.46 0.81 1.0 38,100 33,915 3,810 1,648
2,300 1,625 1.42 F
N
WEBB RD: (MEMORIAL HWY -to-JACKSON SPRINGS)
TC C 2U 45 D 1.18 1.69 1.0 9,250 15,580 925
656
530
817 0.65 C F Y
WHEELER RD: (LAKEWOOD DR-to-PARSONS RD)
BR C 2U 35 D 1.58 1.27 1.0 7,330 6,800 733
656
690
590 1.17F F N A
WHEELER RD: (PARSONS RD -to-VALRICO RD)
BR C 2U 40 D 2.02 0.99 1.0 8,200 8,425 820
656
560
500 1.12E F N A
L C 2U 45 C 2.18 0.46 1.0 7,400 12,445 740
622
400
656 0.61 C
Y
WHITAKER RD/VANDERHORT: (LIVINGSTON-to-US HWY 41)
K C 2U 45 C 1.00 1.00 1.0 8,410 12,445 841
622
490
656 0.75 C
Y
WILCOX/NEWKIRK RD: (NORTHDALE BLVD-to-HUCTHINSON RD)
WILDER RD: (US HWY 92-to-I-4 FRONTAGE S)
UPC C 2U 45 C 1.20 1.67 1.0 1,040 12,445 104
622
52
656 0.08 B
Y
WILDER RD: (I-4 FRONTAGE N-to-KNIGHTS-GRIFFIN)
UPC C 2U 45 C 3.00 0.67 1.0 2,500 12,445 250
622
250
656 0.38 C
Y
WILLIAMS RD: (BROADWAY AVE -to-MLK BLVD)
TH C 2U 40 D 2.30 0.87 1.0 4,420 6,200 442
656
250
320 0.78D E Y A
WILLIAMS RD: (MLK BLVD-to-US HWY 92)
TH C 2U 45 D 1.20 0.83 1.0 6,940 13,300 694
656
560
550 1.02 E F N HP
WILLIAMS RD: (US HWY 92-to-FOWLER AVE)
TH C 2U 45 C 4.32 0.69 1.0 4,420 9,000 442
622
380
480 0.79B C Y A
WILSKY BLVD: (HANLEY RD -to-VETERAN'S EXPWY)
C C 2U 45 D .98 1.02 1.0 15,000 15,580 1,500
656
970
817 1.19 F E N
BR C 2U 35 D 2.02 0.50 1.0 11,200 15,580 1,120
656
790
817 0.97 D
Y
WINDHORST RD: (LAKEWOOD RD-to-SEFFNER VALRICO RD)
WOODBERRY RD: (FALKENBURG RD -to-LAKEWOOD DR) BR C 2U 45 D 1.51 1.32 1.0 14,400 18,500 1,440 656
1,300 1,370 0.95 D C Y A
County Roadways
JULY 2005
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