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
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
Cap Avail
Plan Area Reg FC
AADT Daily Cap
Roadway (From/To)
ER
N MIC 2U 50 C 4.11 0.24
2,070 * 13,395
103
713
0.15 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
5,007 15,675
339
836
0.41 B Y
COCKROACH BAY RD: (TAMPA BAY-to-US 41)
RU
Y MIC 2U 50 C 3.10 0.00
1,700 13,490
109
741
0.15 B Y
CORONET RD: (MEDULLA RD -to-PARK RD)
PC/ER N C 2U 45 D 2.48 0.40
5,409 14,440
297
760
0.39 B Y
NWH Y C 4D 35 D 3.03 0.66
14,854 * 34,865
906
1,862
0.49 B Y
COUNTRYWAY BLVD: (HILLSBOROUGH AVE -to-LINEBAUGH AVE)
NWH Y C 4D 45 D 1.22 0.82
17,321 * 32,110
989
1,710
0.58 B Y
COUNTRYWAY BLVD: (LINEBAUGH AVE -to-RACE TRACK RD)
LU
Y C 2U 45 C 2.90 0.34
9,997 13,395
584
713
0.82 C Y
COUNTY LINE RD: (DALE MABRY HWY -to-LIVINGSTON AVE)
USF/T Y MA 2U 45 C 4.54 0.22
14,379 * 13,395
766
713
1.08 F N
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
10,921 * 9,310
590
494
1.19 D N
COUNTY LINE RD: (MEDULLA RD -to-I-4)
PC/ER Y C 4D 50 D 3.89 0.51
13,864 * 32,110
832
1,710
0.49 B Y
CR 39: (MANATEE COUNTY -to-SR 674)
WM/SR Y MAC 2U 50 C 4.05 0.25
2,859 9,310
185
494
0.37 C Y
CR 39: (SR 674 -to-CR 672/BALM RD)
SR
Y MA 2U 50 C 4.00 0.25
3,954 * 9,310
225
494
0.46 C Y
CR 39: (CR 672/BALM RD-to-LITHIA PINECREST)
SR/ER Y MA 2U 50 C 6.05 0.17
4,601 9,310
282
494
0.57 C Y
CR 39: (LITHIA PINECREST-to-SR 60)
SR/ER Y MA 2U 50 C 6.49 0.15
9,810 * 9,310
492
494
1.00 C N
CR 579: (I-4-to-M L KING BLVD)
SFN Y C 2U 45 D 1.40 0.71
13,533 * 15,675
867
836
1.04 F N
CR 579: (I-4-to-US 301)
TH
Y C 2U 50 C 4.40 0.91
14,668 * 13,395
857
713
1.20 F N
CR 579: (MANATEE COUNTY -to-SR 674)
SR/WM Y MIC 2U 50 C 5.06 0.00
1,193 * 13,490
100
741
0.14 B Y
SR/ER Y MA 2U 55 D 3.81 0.00
6,891 * 20,045
344
1,064
0.32 B Y
CR 672 (BALM RD): (US HWY 301-to-BALM RIVERVIEW)
RV/BA Y MA 2U 55 D 1.47 0.00
6,733 * 20,045
388
1,064
0.37 B Y
CR 672 (BALM RD): (BALM RIVERVIEW-to-BALM BOYETTE RD)
CR 672 (BALM RD): (BALM BOYETTE RD-to-CR 39)
SR
Y MA 2U 55 D 6.56 0.00
2,208 * 19,000
117
1,045
0.11 B Y
KO
Y MIC 2U 45 C 2.94 0.34
1,533 * 9,310
129
494
0.26 C Y
CRAWLEY RD: (BOY SCOUT RD -to-TARPON SPRINGS)
LU
Y C 2U 45 D 1.23 0.00
6,782 * 20,045
469
1,064
0.44 C Y
CRENSHAW LAKE RD: (SIMMONS RD -to-US HWY 41)
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-4
March 2011
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