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)
BROOKER RD: (BRYAN RD -to-VALRICO RD)
BR
Y C 2U 45 D 1.51 0.66
4,074 15,580 407
131
377
817 0.46 C A Y
USF/T Y MA 6D 45 E 1.00 5.00
52,647 51,200 5,265
185
2,274 2,310 0.98 F F Y A
BRUCE B DOWNS BLVD: (FOWLER AVE-to-FLETCHER AVE)
USF/T Y MA 6D 45 E 0.90 5.56
52,647 51,200 5,265
185
2,274 2,310 0.98 F F Y A
BRUCE B DOWNS BLVD: (FLETCHER-to-BEARSS AVE)
USF/T Y MA 4D 45 D 2.16 1.85
56,028 40,400 5,603
330
2,809 2,180 1.29 F F N A
BRUCE B DOWNS BLVD: (BEARSS AVE -to-TAMPA PALMS BLVD)
USF/T Y MA 4D 45 D 2.23 1.35
56,023 41,000 5,602
330
2,378 2,250 1.06 F F N CIP-A
BRUCE B DOWNS BLVD: (TAMPA PALMS BLVD-to-I-75)
USF/T Y MA 4D 45 D 1.97 2.03
53,807 40,800 5,381
247
2,552 2,480 1.03 F F N CIP-A
BRUCE B DOWNS BLVD: (I-75 -to-CROSS CREEK BLVD)
CIP-A - V
HC-NT/T Y MA 4D 45 D 1.90 2.11
40,362 48,700 4,036
247
1,820 2,250 0.81 E F Y
BRUCE B DOWNS BLVD: (CROSS CREEK BLVD -to-COUNTY LINE RD)
BRYAN RD: (SR 60-to-BLOOMINGDALE)
BR
Y C 2U 35 D 3.06 0.33
11,361 15,580 1,136
131
640
817 0.78 C E Y
CARLTON LAKE RD: (SR 674 -to-CR 672)
WM/BA/ SR Y MAC 2U 45 C 4.01 0.00
938 * 12,065 94
127
50
570 0.09 B
Y
CASEY RD: (GUNN HWY-to-S VILLAGE DR)
CW Y C 2U 40 D 2.10 0.95
13,897 16,500 1,390
131
962
1,000 0.96 C C Y A
CW Y C 2U 40 D 1.04 0.96
12,819 16,500 1,282
131
763
950 0.80D E Y A
CASEY RD/DAWNVIEW DR: (EHRLICH RD-to-NORTHDALE BLVD)
BR
Y MA 6D 50 D 0.74 1.35
29,802 50,825 2,980
495
1,516 2,651 0.57 B F Y
CAUSEWAY BLVD: (US HWY 301-to-FALKENBURG RD)
BR
Y MA 6D 50 D 1.20 2.50
55,557 57,500 5,556
383
2,893 3,470 0.83 F F Y A
CAUSEWAY BLVD: (FALKENBURG RD-to-PROVIDENCE RD)
CHARLIE GRIFFIN RD: (MUD LAKE RD - to SR 39)
PC/ER Y C 2U 50 C 1.20 0.83
2,370 * 12,445 237
124
133
656 0.20 B
Y
ER
N MIC 2U 50 C 4.11 0.24
2,052 * 12,445 205
124
103
656 0.16 B
Y
CHARLIE TAYLOR RD: (US 92-to-KNIGHTS GRIFFIN)
CLAY PIT RD: (WILLIAMS-to-CR579)
SFN Y C 2U 40 D 1.00 1.00
5,302 * 5,800 530
131
390
480 0.81D C Y A
COCKROACH BAY RD: (TAMPA BAY-to-US 41)
RU
Y MIC 2U 50 C 3.10 0.00
2,494 * 12,065 249
127
136
570 0.24 B A Y
CORONET RD: (MEDULLA RD -to-PARK RD)
PC/ER N C 2U 45 D 2.48 0.40
7,386 * 14,725 739
124
390
779 0.50 C
Y
NWH Y C 4D 35 D 3.03 0.66
13,821 33,915 1,382
330
843
1,625 0.52 B D Y IC
COUNTRYWAY BLVD: (HILLSBOROUGH AVE -to-LINEBAUGH AVE)
NWH Y C 4D 45 D 1.22 0.82
18,573 32,490 1,857
312
1,061 1,720 0.62 B F Y
COUNTRYWAY BLVD: (LINEBAUGH AVE -to-RACE TRACK RD)
LU
Y C 2U 45 C 2.90 0.34
10,398 18,000 1,040
124
693
1,100 0.63 C C Y HP
COUNTY LINE RD: (DALE MABRY HWY -to-LIVINGSTON AVE)
USF/T Y MA 2U 45 C 4.54 0.22
13,208 18,300 1,321
124
703
1,120 0.63 C C Y HP-V
COUNTY LINE RD: (LIVINGSTON AVE -to-BRUCE B DOWNS)
COUNTY LINE RD: (SR 60 -to-MEDULLA RD)
PC/ER Y C 2U 50 C 3.78 0.26
11,593 * 10,450 1,159
110
626
561 1.12 D F N
COUNTY LINE RD: (MEDULLA RD -to-I-4)
PC/ER Y C 4D 50 D 3.89 0.51
13,337 * 32,490 1,334
312
800
1,720 0.47 B
Y
CR 39: (MANATEE COUNTY -to-SR 674)
WM/SR Y MAC 2U 50 C 4.05 0.25
3,408 10,450 341
110
190
561 0.34 C
Y
CR 39: (SR 674 -to-CR 672/BALM RD)
SR
Y MA 2U 50 C 4.00 0.25
3,611 10,450 361
110
205
561 0.37 C
Y
County Roadways * Growth Factor Applied to 2006 Count
3
AUGUST 2007
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