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)
BROOKER RD: (BRYAN RD -to-VALRICO RD)
BR C 2U 45 D 1.51 0.66 1.0 2,890 15,580 289
656
160
817 0.20 B
Y
USF MA 6D 45 E 1.00 5.00 1.0 55,100 51,200 5,510
926
3,600 2,310 1.56 F F N A
BRUCE B DOWNS BLVD: (FOWLER AVE-to-FLETCHER AVE)
BRUCE B DOWNS BLVD: (FLETCHER-to-BEARSS AVE)
USF MA 6D 45 E 0.90 5.56 1.0 53,100 51,200 5,310
926
3,400 2,310 1.47 F F N A
USF MA 4D 45 D 2.16 1.85 1.0 62,600 40,400 6,260 1,648
4,200 2,180 1.93 F F N A
BRUCE B DOWNS BLVD: (BEARSS AVE -to-TAMPA PALMS BLVD)
BRUCE B DOWNS BLVD: (TAMPA PALMS BLVD-to-I-75)
USF MA 4D 45 D 2.23 1.35 1.0 47,100 41,000 4,710 1,648
3,000 2,250 1.33 F F N A
BRUCE B DOWNS BLVD: (I-75 -to-CROSS CREEK BLVD)
USF MA 4D 45 D 1.97 2.03 1.0 55,700 40,800 5,570 1,235
3,800 2,480 1.53 F F N A
BRUCE B DOWNS BLVD: (CROSS CREEK BLVD -to-COUNTY LINE RD) USF MA 4D 45 D 1.90 2.11 1.0 37,500 48,700 3,750 1,235
1,900 2,250 0.84 D F N A - V
BRYAN RD: (SR 60-to-BLOOMINGDALE)
BR C 2U 35 D 3.06 0.33 1.0 8,930 15,580 893
656
610
817 0.75 C F Y
CARLTON LAKE RD: (SR 674 -to-CR 672)
BW MAC 2U 45 C 4.01 0.00 1.0 865 12,065 87
635
46
570 0.08 B
Y
CASEY RD: (GUNN HWY-to-S VILLAGE DR)
K C 2U 40 D 2.10 0.95 1.0 14,600 16,500 1,460
656
1,000 1,000 1.00 E E N A
K C 2U 40 D 1.04 0.96 1.0 12,600 16,500 1,260
656
790
950 0.83 D
Y A
CASEY RD/DAWNVIEW DR: (EHRLICH RD-to-NORTHDALE BLVD)
CAUSEWAY BLVD: (US HWY 301-to-FALKENBURG RD)
BR MA 6D 50 D 0.74 1.35 1.0 31,100 50,825 3,110 2,475
2,200 2,651 0.83 B F Y
BR MA 6D 50 D 1.20 2.50 1.0 66,400 57,500 6,640 1,914
5,000 3,470 1.44 F E N A
CAUSEWAY BLVD: (FALKENBURG RD-to-PROVIDENCE RD)
CHARLIE GRIFFIN RD: (MUD LAKE RD - to SR 39)
UPC C 2U 50 C 1.20 0.83 1.0 2,310 12,445 231
622
130
656 0.20 B
Y
CHARLIE TAYLOR RD: (US 92-to-KNIGHTS GRIFFIN)
UPC MIC 2U 50 C 4.11 0.24 1.0 2,000 12,445 200
622
100
656 0.15 B
Y
CLAY PIT RD: (WILLIAMS-to-CR579)
T C 2U 40 D 1.00 1.00 1.0 3,930 5,800 393
656
350
480 0.73D C Y A
COCKROACH BAY RD: (TAMPA BAY-to-US 41)
R MIC 2U 50 C 3.10 0.00 1.0 2,380 12,065 238
635
130
570 0.23 B
Y
CORONET RD: (MEDULLA RD -to-PARK RD)
UPC C 2U 45 D 2.48 0.40 1.0 7,200 14,725 720
622
380
779 0.49 C
Y
K C 4D 35 D 3.03 0.66 1.0 13,500 33,915 1,350 1,648
900
1,625 0.55 B
Y IC
COUNTRYWAY BLVD: (HILLSBOROUGH AVE -to-LINEBAUGH AVE)
K C 4D 45 D 1.22 0.82 1.0 16,700 32,490 1,670 1,558
1,100 1,720 0.64 B
Y
COUNTRYWAY BLVD: (LINEBAUGH AVE -to-RACE TRACK RD)
L C 2U 45 C 2.90 0.34 1.0 11,600 18,000 1,160
622
890
1,100 0.81 C
Y HP
COUNTY LINE RD: (DALE MABRY HWY -to-LIVINGSTON AVE)
COUNTY LINE RD: (LIVINGSTON AVE -to-BRUCE B DOWNS) USF C 2U 45 C 4.54 0.22 1.0 10,800 18,300 1,080 622 610
1,120 0.55 C C N HP-V
COUNTY LINE RD: (SR 60 -to-MEDULLA RD)
UPC C 2U 50 C 3.78 0.26 1.0 12,400 10,450 1,240
550
640
561 1.14 D F N
COUNTY LINE RD: (MEDULLA RD -to-I-4)
UPC C 4D 50 D 3.89 0.51 1.0 13,000 32,490 1,300 1,558
780
1,720 0.45 B
Y
CR 39: (MANATEE COUNTY -to-SR 674)
BW MAC 2U 50 C 4.05 0.25 1.0 4,040 10,450 404
550
240
561 0.43 C
Y
County Roadways
JULY 2005
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