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
Daily Cap
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
Roadway (From/To)
CR 39: (LITHIA PINECREST-to-SR 60)
SR/ER Y MA 2U 50 C 6.49 0.15
11,800 10,450 1,180
110
560
561 1.00 F F N
CR 579: (I-4-to-M L KING BLVD)
SFN Y C 2U 45 D 1.40 0.71
15,500 * 12,500 1,550
131
750
700 1.07F F N A
CR 579: (I-4-to-US 301)
TH
Y C 2U 50 C 4.40 0.91
15,300 * 12,445 1,530
124
420
690 0.61 C E Y
CR 579: (MANATEE COUNTY -to-SR 674)
SR/WM Y MIC 2U 50 C 5.06 0.00
1,000 12,065 100
127
100
570 0.18 B
Y
SR/ER Y MA 2U 55 D 3.81 0.00
10,300 17,290 1,030
131
560
827 0.68 C
Y
CR 672 (BALM RD): (US HWY 301-to-BALM RIVERVIEW)
RV/BA Y MA 2U 55 D 1.47 0.00
6,750 17,290 675
131
310
827 0.38 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
2,070 16,435 207
127
110
779 0.14 B
Y
KO
Y MIC 2U 45 C 2.94 0.34
1,220 * 10,450 122
110
140
561 0.25 C
Y
CRAWLEY RD: (BOY SCOUT RD -to-TARPON SPRINGS)
LU
Y C 2U 45 D 1.23 0.00
8,180 17,290 818
131
580
827 0.70 C
Y
CRENSHAW LAKE RD: (SIMMONS RD -to-US HWY 41)
CROSS CREEK BLVD: (BBDOWNS-to-KINNAN ST)
HC-NT/T N C 4D 35 D 1.62 0.62
27,900 32,300 2,790
312
1,600
1,780 0.90 D E Y CIP-A
HC-NT/T N C 2U 45 D 2.70 0.37
12,500 15,580 1,250
131
1,100
817 1.35 F E N CIP-NF
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
4,530 12,255 453
131
240
656 0.37 B
Y
DOVER RD: (ML KING BLVD-to-SYDNEY)
ER/VR Y C 2U 45 C 2.02 0.99
5,470 9,400 547
124
390
530 0.74C C Y A
DOVER RD: (SYDNEY RD-to-SR 60)
ER/VR Y C 2U 45 D 1.92 0.52
6,990 10,400 699
110
430
530 0.81C D Y A
VR
Y C 2U 45 D 3.03 0.99
6,800 15,580 680
131
520
817 0.64 C
Y
DOVER RD/LITTLE RD: (SR 60 -to-BLOOMINGDALE AVE)
RV
N C 2U 35 D .45 2.22
8,890 14,630 889
106
550
770 0.72 C
Y
DUNCAN RD: (BLOOMINGDALE AVE-to-US HWY 301)
BR/VR Y C 2U 45 D 1.12 3.57
11,600 * 14,630 1,160
65
520
770 0.68 C
Y
DURANT RD: (LUMSDEN RD -to-DOVER RD/LITTLE RD)
ER/VR Y C 2U 45 C 3.09 0.32
2,440 12,445 244
124
130
656 0.20 B
Y
DURANT RD: (DOVER RD/LITTLE RD -to-TURKEY CREEK RD)
EASTBAY RD: (GIBSONTON-to-SYMMES)
GB
N C 2U 45 D 1.00 1.00
5,990 9,400 599
124
380
520 0.73 C C N A-V
CW Y MA 4D 45 D 2.27 1.76
41,600 * 40,500 4,160
330
2,400
1,690 1.42 F F N A
EHRLICH RD: (DALE MABRY HWY -to-HUTCHINSON)
EHRLICH RD: (GUNN HWY-to-HUTCHINSON)
CW/CPV Y MA 4D 45 D 1.86 2.15
30,900 38,200 3,090
247
1,900
1,620 1.17 F E N A
FALKENBURG RD: (US HWY 92-to-M L KING BLVD)
EL/SFN Y C 2U 45 D 1.00 2.00
9,300 11,900 930
106
700
690 1.01E F N A
BR/EL Y MA 4D 45 D 2.58 1.94
33,400 29,700 3,340
330
2,000
1,650 1.21 F E N A-V
FALKENBURG RD: (M L KING BLVD -to-SR 60/ADAMO DR)
BR
Y MA 4D 45 D 1.46 2.05
37,900 * 27,300 3,790
247
2,993
1,670 1.79 F F N A-IC
FALKENBURG RD: (SR 60/ADAMO DR -to-CAUSEWAY BLVD)
BR
Y MA 4D 45 D 1.15 1.74
14,300 33,915 1,430
330
770
1,625 0.47 B E Y
FALKENBURG RD: (CAUSEWAY BLVD-to-US HWY 301)
RV
N C 4D 35 D 2.72 0.37
7,690 33,915 769
330
470
1,625 0.29 B
Y
FALKENBURG RD: (US HWY 301 -to-EAGLE PALM DR)
County Roadways * Growth Factor Applied to 2005 Count
4
OCTOBER 2006
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