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)
CROSS CREEK BLVD: (BBDOWNS-to-KINNAN ST)
HC-NT/T N C 4D 35 D 1.62 0.62
29,164 * 32,110 1,672
1,710
0.98 D Y
HC-NT/T N C 2U 45 D 2.70 0.37
13,165 15,675
941
836
1.13 F N
CROSS CREEK BLVD: (KINNAN ST -to-MORRIS BRIDGE RD)
CRYSTAL LAKE RD: (SIMMONS RD -to-US HWY 41)
LU
Y C 2U 45 C 1.12 0.00
4,897 * 14,345
278
760
0.37 B Y
DOVER RD: (ML KING BLVD-to-SYDNEY)
ER/VR Y C 2U 45 C 2.02 0.99
5,844 * 13,395
335
713
0.47 B Y
DOVER RD: (SYDNEY RD-to-SR 60)
ER/VR Y C 2U 45 D 1.92 0.52
7,861 * 12,350
468
656
0.71 C Y
VR
Y C 2U 45 D 3.03 0.99
6,707 * 15,675
444
836
0.53 B Y
DOVER RD/LITTLE RD: (SR 60 -to-BLOOMINGDALE AVE)
RV
N C 2U 35 D .45 2.22
9,481 * 14,440
587
770
0.76 D Y
DUNCAN RD: (BLOOMINGDALE AVE-to-US HWY 301)
BR/VR Y C 2U 45 D 1.12 3.57
8,787 14,440
486
770
0.63 C Y
DURANT RD: (LUMSDEN RD -to-DOVER RD/LITTLE RD)
ER/VR Y C 2U 45 C 3.09 0.32
3,295 13,395
136
713
0.19 B Y
DURANT RD: (DOVER RD/LITTLE RD -to-TURKEY CREEK RD)
EASTBAY RD: (GIBSONTON-to-SYMMES)
GB
Y C 2U 45 D 1.00 1.00
10,466 * 14,440
820
760
1.08 F N
CW Y MA 4D 45 D 2.27 1.76
36,269 34,865 1,552
1,862
0.83 C Y
EHRLICH RD: (DALE MABRY HWY -to-HUTCHINSON)
EHRLICH RD: (GUNN HWY-to-HUTCHINSON)
CW/CPV Y MA 4D 45 D 1.86 2.15
27,585 31,540 1,270
1,682
0.76 D Y
FALKENBURG RD: (US HWY 92-to-M L KING BLVD)
EL/SFN Y C 2U 45 D 1.00 2.00
9,349 14,440
713
770
0.93 D Y
BR/EL Y MA 4D 45 D 2.58 1.94
24,494 34,865 1,353
1,862
0.73 B Y
FALKENBURG RD: (M L KING BLVD -to-SR 60/ADAMO DR)
BR
Y MA 4D 45 D 1.46 2.05
27,806 31,540 1,849
1,682
1.10 F N
FALKENBURG RD: (SR 60/ADAMO DR -to-CAUSEWAY BLVD)
BR
Y MA 4D 45 D 1.15 1.74
13,497 * 34,865
642
1,862
0.35 B Y
FALKENBURG RD: (CAUSEWAY BLVD-to-US HWY 301)
RV
Y C 4D 35 D 2.72 0.37
6,816 * 34,865
501
1,862
0.27 B Y
FALKENBURG RD: (US HWY 301 -to-EAGLE PALM DR)
BYT
Y MA 2U 45 D 4.59 0.44
16,795 14,440
897
760
1.18 F N
FISH HAWK BLVD: (BELL SHOALS RD -to-LITHIA PINECREST)
** 0.59 C Y
HC-NT Y MA 4D 45 E 1.75 2.86
39,194 40,014 1,262
2,132
FLETCHER AVE: (BRUCE B DOWNS-to-NEBRASKA AVE)
CW Y MA 4D 45 D 1.26 5.56
35,664 26,790 1,555
1,425
1.09 E N
FLETCHER AVE: (FLORIDA AVE-to-DALE MABRY HWY )
FLETCHER AVE: (BRUCE B DOWNS-to-56TH ST)
USF/T Y MA 4D 45 D 1.49 4.03
44,766 31,540 1,812
1,682
1.08 F N
FLETCHER AVE: (56TH ST -to-I-75)
USF/T/TT Y MA 4D 45 D 2.96 1.35
38,533 34,865 2,370
1,862
1.27 F N
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-5
March 2011
Made with FlippingBook Learn more on our blog