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)
GUNN HWY: (VAN DYKE RD -to-LUTZ LAKE FERN)
K MA 2U 45 E 2.07 0.97 1.0 21,100 23,100 2,110
622
1,300 1,200 1.08 E E N A
GUNN HWY: (LUTZ LAKE FERN-to-PASCO COUNTY )
K MA 2U 45 D 1.44 0.00 1.0 18,700 16,700 1,870
635
1,100
930 1.18 E E N HP
HABANA AVE: (HILLSBOROUGH AV -to-WATERS AVE)
T C 2U 40 D 2.01 1.00 1.0 12,300 15,580 1,230
656
840
900 0.93D E Y A
HANLEY: (HILLSBOROUGH AVE -to-WILSKY BLVD)
TC C 4D 50 E 2.58 2.33 1.0 29,300 32,775 2,930 1,235
1,900 1,710 1.11 F F N
HANNA AVE: (40TH ST-to-HARNEY)
TH C 2U 45 D 2.04 0.49 1.0 6,180 15,580 618
656
330
817 0.40 C
Y
HARNEY RD: (56TH ST -to-SLIGH AVE)
TH C 2U 45 D 1.98 1.01 1.0 11,300 15,580 1,130
656
720
817 0.88 D F Y
HARNEY RD: (SLIGH AVE-to-MORRIS BRIDGE)
TH C 2U 45 D 2.50 0.80 1.0 11,200 15,580 1,120
656
670
817 0.82 C
Y IC
HARNEY RD: (MORRIS BRIDGE-to-US 301)
TH C 2U 45 D 2.89 0.00 1.0 9,170 17,290 917
655
530
827 0.64 C
Y
HENDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
C C 2U 45 D 1.03 0.97 1.0 15,100 13,500 1,510
656
950
800 1.19D E N A
HENDERSON RD: (LINEBAUGH AVE-to-GUNN HWY)
C C 2U 45 D 1.60 0.63 1.0 13,900 17,600 1,390
656
800
970 0.83C B Y A
HIMES AVE: (HILLSBOROUGH AVE -to-BUSCH BLVD)
TC C 2U 45 E 2.74 1.82 1.0 19,300 13,600 1,930
656
1,300
770 1.69F F N A
HIGHVIEW RD: (SR 574/MLK-to-WINDHORST RD)
TH C 2U 40 D 1.50 1.33 1.0 7,770 6,700 777
656
610
500 1.22F E N A
HUTCHINSON RD: (EHRLICH RD-to-N MOBLEY RD)
K C 2U 45 D 3.23 0.62 1.0 17,200 15,580 1,720
656
1,200
817 1.47 F F N
JACKSON SPRINGS RD: (HANLEY RD-to-SHELDON RD)
TC C 2U 35 D 1.78 2.25 1.0 6,570 14,630 657
532
360
770 0.47 C
Y
JAP TUCKER RD: (TRAPNELL RD -to-JIM JOHNSON RD)
UPC C 2U 50 C 1.00 0.00 1.0 3,940 12,255 394
655
210
656 0.32 B
Y
JOE EBERT RD: (WILLIAMS RD -to-CR 579)
TH C 2U 40 C 2.00 0.50 1.0 3,630 8,400 363
622
210
470 0.45A C Y A
BR C 2U 45 D 2.03 0.49 1.0 10,800 11,400 1,080
656
870
640 1.36F E N A
JOHN MOORE RD: (LUMSDEN RD-to-BLOOMINGDALE AVE )
KELLY RD: (MEMORIAL HWY -to-HILLSBOROUGH AVE)
TC C 2U 45 E 1.01 0.99 1.0 9,350 16,055 935
656
680
846 0.80 C
Y
KEYSVILLE RD: (TURKEY CREEK RD -to-CR 39)
UPC C 2U 45 C 2.64 0.00 1.0 4,660 12,065 466
635
260
570 0.46 B
Y
KEYSVILLE RD: (CR 39 -to-LITHIA PINECREST)
BW MAC 2U 45 C 4.67 0.00 1.0 3,630 12,065 363
635
210
570 0.37 B
Y
KINGS AVE: (VICTORIA ST-to-SR 60)
BR C 2U 35 D .51 1.96 1.0 11,300 15,580 1,130
656
620
817 0.76 C
Y
KINGS AVE: (SR 60-to-LUMSDEN RD)
BR C 4D 45 D 1.01 1.98 1.0 25,600 25,500 2,560 1,648
1,500 1,360 1.10 E F N A
KINGS AVE: (LUMSDEN RD -to-BLOOMINGDALE AVE)
BR C 4D 45 D 2.03 0.99 1.0 24,200 21,700 2,420 1,648
1,800 1,150 1.57 E F N A
KINGSWAY RD: (US HWY 92 -to-ML KING BLVD)
TH C 2U 40 D 1.64 0.61 1.0 9,130 9,500 913
656
650
860 0.76C D Y A
KINGSWAY RD: (ML KING BLVD -to-SR 60)
BR C 2U 40 D 3.10 0.65 1.0 12,800 14,200 1,280
656
810
850 0.95C D Y A
County Roadways
JULY 2005
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