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)
KO
Y MIC 2U 40 C 3.82 0.00
5,563 * 13,490
346
741
0.47 B Y
BOY SCOUT RD: (RACE TRACK RD -to-TARPON SPRINGS)
BOYETTE RD: (US HWY 301 -to-MCMULLEN DR)
RV
Y MA 4D 45 D 1.58 1.27
26,250 * 34,865 1,608
1,862
0.86 C Y
RV
Y MA 2U 45 D 2.02 0.50
28,884 * 15,675 1,419
836
1.70 F N
BOYETTE RD: (MCMULLEN DR -to-BELL SHOALS RD)
RV/BYT Y C 2U 40 D 4.70 0.00
6,239 * 20,045
441
1,064
0.42 C Y
BOYETTE RD: (BELL SHOALS RD-to-BALM BOYETTE)
BYT/SR Y C 2U 40 D 4.65 0.22
2,073 * 14,440
159
760
0.21 B Y
BOYETTE RD: (BALM BOYETTE-to-LITHIA PINECREST)
BROADWAY AVE: (ORIENT RD -to-FALKENBURG) EL/BR/PR/T Y C 2U 45 D 2.38 0.42
15,606 15,675
705
836
0.84 C Y
BROADWAY AVE: (FALKENBURG -to-LAKEWOOD) BR/SFN/ EL Y C 2U 45 D 1.55 1.29
9,036 15,675
745
836
0.89 C Y
BR/SFN Y C 2U 45 D 0.50 2.00
5,897 * 14,440
357
770
0.46 C Y
BROADWAY AVE: (LAKEWOOD -to-M L KING BLVD)
BROOKER RD: (BRYAN RD -to-VALRICO RD)
BR
Y C 2U 45 D 1.51 0.66
4,522 * 15,675
418
836
0.50 B Y
USF/T Y MA 6D 45 E 1.00 5.00
50,174 45,790 1,894
2,442
0.78 D Y
BRUCE B DOWNS BLVD: (FOWLER AVE-to-FLETCHER AVE)
USF/T Y MA 6D 45 E 0.90 5.56
48,355 45,790 2,145
2,442
0.88 D Y
BRUCE B DOWNS BLVD: (FLETCHER-to-BEARSS AVE)
USF/T Y MA 4D 45 D 2.16 1.85
60,643 * 34,865 3,040
1,862
1.63 F N
BRUCE B DOWNS BLVD: (BEARSS AVE -to-TAMPA PALMS BLVD)
USF/T Y MA 4D 45 D 2.23 1.35
61,459 * 34,865 2,609
1,862
1.40 F N
BRUCE B DOWNS BLVD: (TAMPA PALMS BLVD-to-I-75)
USF/T Y MA 4D 45 D 1.97 2.03
58,579 * 31,540 2,779
1,682
1.65 F N
BRUCE B DOWNS BLVD: (I-75 -to-CROSS CREEK BLVD)
HC-NT/T Y MA 4D 45 D 1.90 2.11
43,941 * 31,540 1,981
1,682
1.18 F N
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
11,409 15,675
709
836
0.85 C Y
CARLTON LAKE RD: (SR 674 -to-CR 672)
WM/BA/ SR Y MAC 2U 45 C 4.01 0.00
933 * 13,490
46
741
0.06 B Y
CASEY RD: (GUNN HWY-to-S VILLAGE DR)
CW Y C 2U 40 D 2.10 0.95
11,742 15,675 1,139
836
1.36 F N
CW Y C 2U 40 D 1.04 0.96
12,989 * 15,675
773
836
0.93 C Y
CASEY RD/DAWNVIEW DR: (EHRLICH RD-to-NORTHDALE BLVD)
BR
Y MA 6D 50 D 0.74 1.35
33,889 * 52,535 1,724
2,793
0.62 B Y
CAUSEWAY BLVD: (US HWY 301-to-FALKENBURG RD)
BR
Y MA 6D 50 D 1.20 2.50
58,594 * 47,785 3,051
2,546
1.20 F N
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
2,426 * 13,395
137
713
0.19 B Y
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-3
March 2011
Made with FlippingBook Learn more on our blog