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)
BR MA 4D 45 D 1.46 2.05 1.0 36,700 27,300 3,670 1,235
2,900 1,670 1.74 D F N A-IC
FALKENBURG RD: (SR 60/ADAMO DR -to-CAUSEWAY BLVD)
FALKENBURG RD: (CAUSEWAY BLVD-to-US HWY 301)
BR MA 4D 45 D 1.15 1.74 1.0 15,300 33,915 1,530 1,648
830
1,625 0.51 B E Y
FALKENBURG RD: (US HWY 301 -to-EAGLE PALM DR)
G C 4D 35 D 2.72 0.37 1.0 8,800 33,915 880
1,648
510
1,625 0.31 B
Y
BW MA 2U 45 D 4.59 0.44 1.0 11,900 17,000 1,190
622
700
790 0.89 C C N HP-V
FISH HAWK BLVD: (BELL SHOALS RD -to-LITHIA PINECREST)
FLETCHER AVE: (BRUCE B DOWNS-to-I-275)
USF MA 4D 45 E 1.75 2.86 1.2 55,300 32,775 5,530 1,235
3,200 1,710 1.87 F F N
FLETCHER AVE: (I-275-to-DALE MABRY HWY )
C MA 4D 45 E 1.26 5.56 1.0 46,200 31,160 4,620
589
2,700 1,634 1.65 F F N
FLETCHER AVE: (BRUCE B DOWNS-to-56TH ST)
USF MA 4D 45 D 1.49 4.03 1.0 56,600 31,065 5,660 1,235
3,200 1,625 1.97 F F N
FLETCHER AVE: (56TH ST -to-I-75)
TT MA 4D 45 D 2.96 1.35 1.0 43,400 33,915 4,340 1,648
2,300 1,625 1.42 F F N
FORBES RD: (TRAPNELL RD -to-M L KING BLVD)
UPC C 2U 45 C 2.45 1.22 1.0 5,470 10,450 547
550
380
561 0.68 C
Y
FORBES RD: (M L KING BLVD -to-I-4)
UPC C 2U 45 C 1.69 1.18 1.0 7,590 12,445 759
622
490
656 0.75 C
Y
FORBES RD: (I-4 -to- THONOTOSASSA RD)
UPC C 2U 45 C 1.38 1.45 1.0 5,160 12,445 516
622
360
656 0.55 C
Y
FORT KING RD: (MAIN ST -to-KNIGHTS GRIFFIN)
TH MAC 2U 50 C 1.37 0.00 1.0 1,840 12,255 184
655
98
656 0.15 B
Y
GEORGE RD: (MEMORIAL HWY -to-HILLSBOROUGH AVE) TC C 2U 45 D 1.01 0.99 1.0 10,200 10,600 1,020 656 650
620 1.05E F N A
GERACI RD: (SIMMONS RD-to-DALE MABRY HWY)
L C 2U 35 C 1.72 0.58 1.0 4,530 12,445 453
622
240
656 0.37 C
Y
GIBSONTON DR: (US HWY 41 -to-I-75)
G MA 4D 50 D 2.00 0.50 1.0 13,900 34,300 1,390 1,648
860
1,690 0.51 A F Y A
GIBSONTON DR: (I-75 -to-US HWY 301)
G MA 4D 50 D 1.31 0.76 1.0 30,500 26,100 3,050 1,648
2,100 1,490 1.41 F F N A
BR C 2U 40 D 2.20 0.91 1.0 9,390 15,580 939
656
510
817 0.62 C E Y IC
GORNTO LAKE RD: (CAUSEWAY BLVD-to-BLOOMINGDALE)
GRAND REGENCY BLVD: (WOODBERRY RD-to-SR 60)
BR C 4D 45 D .97 1.03 1.0 13,400 33,915 1,340 1,648
840
1,625 0.52 B F Y
GULF CITY RD: (COCKROACH BAY R -to-US HWY 41)
R MIC 2U 50 C 4.24 0.00 1.0 2,380 12,065 238
635
130
570 0.23 B
Y
GUNN HWY: (DALE MABRY HWY -to-ANDERSON RD)
T MA 4D 45 D 2.90 2.07 1.0 31,700 31,065 3,170 1,235
1,900 1,625 1.17 F E N
GUNN HWY: (ANDERSON RD-to-VETERANS EXPWY)
C MA 4D 45 D 1.65 1.21 1.0 34,000 33,915 3,400 1,648
2,200 1,625 1.35 F E N
C MA 6D 45 D 0.97 3.09 1.0 26,000 46,740 2,600 1,914
1,200 2,442 0.49 C C Y A
GUNN HWY/CITRUS PARK DR: (VETERANS EXPWY-to-SHELDON RD)
GUNN HWY: (CITRUS PARK DR -to-EHRLICH RD)
C MA 2D 45 D .93 2.15 1.0 15,700 15,400 1,570
560
1,100
810 1.36 F
N
GUNN HWY: (EHRLICH-to-S MOBLEY)
K MA 4D 45 D 0.95 3.16 1.0 32,100 40,000 3,210 1,235
2,100 2,350 0.89 D C Y CIP-A
GUNN HWY: (S MOBLEY-to-VAN DYKE RD)
K MA 2U 45 E 3.25 0.92 1.0 20,200 20,300 2,020
622
1,300 1,090 1.19 F E N A
County Roadways
JULY 2005
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