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)
CR 39: (CR 672/BALM RD-to-LITHIA PINECREST)
SR/ER Y MA 2U 50 C 6.05 0.17
7,855 10,450 785
110
383
561 0.68 C B Y
CR 39: (LITHIA PINECREST-to-SR 60)
SR/ER Y MA 2U 50 C 6.49 0.15
10,526 10,450 1,053
110
528
561 0.94 C C Y
CR 579: (I-4-to-M L KING BLVD)
SFN Y C 2U 45 D 1.40 0.71
16,044 12,500 1,604
131
850
700 1.21F E N A
CR 579: (I-4-to-US 301)
TH
Y C 2U 50 C 4.40 0.91
13,478 12,445 1,348
124
788
656 1.20 D E N
CR 579: (MANATEE COUNTY -to-SR 674)
SR/WM Y MIC 2U 50 C 5.06 0.00
1,085 * 12,065 108
127
108
570 0.19 B
Y
SR/ER Y MA 2U 55 D 3.81 0.00
6,266 17,290 627
131
313
827 0.38 B
Y
CR 672 (BALM RD): (US HWY 301-to-BALM RIVERVIEW)
RV/BA Y MA 2U 55 D 1.47 0.00
6,295 17,290 629
131
363
827 0.44 C
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
2,245 * 16,435 224
127
119
779 0.15 B
Y
KO Y MIC 2U 45 C 2.94 0.34
1,548 10,450 155
110
130
561 0.23 C
Y
CRAWLEY RD: (BOY SCOUT RD -to-TARPON SPRINGS)
LU
Y C 2U 45 D 1.23 0.00
6,413 17,290 641
131
444
827 0.54 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
30,333 * 32,300 3,033
312
1,740 1,780 0.98 D E Y CIP-A
HC-NT/T N C 2U 45 D 2.70 0.37
13,590 * 15,580 1,359
131
1,196
817 1.46 F E N CIP-NF
CROSS CREEK BLVD: (KINNAN ST -to-MORRIS BRIDGE RD)
LU
Y C 2U 45 C 1.12 0.00
4,459 12,255 446
131
253
656 0.39 B
Y
CRYSTAL LAKE RD: (SIMMONS RD -to-US HWY 41)
DOVER RD: (ML KING BLVD-to-SYDNEY)
ER/VR Y C 2U 45 C 2.02 0.99
5,908 9,400 591
124
338
530 0.64C C Y A
DOVER RD: (SYDNEY RD-to-SR 60)
ER/VR Y C 2U 45 D 1.92 0.52
7,542 10,400 754
110
449
530 0.85C D Y A
VR
Y C 2U 45 D 3.03 0.99
6,036 15,580 604
131
400
817 0.49 C
Y
DOVER RD/LITTLE RD: (SR 60 -to-BLOOMINGDALE AVE)
RV
N C 2U 35 D .45 2.22
9,489 * 14,630 949
106
587
770 0.76 D E Y
DUNCAN RD: (BLOOMINGDALE AVE-to-US HWY 301)
BR/VR Y C 2U 45 D 1.12 3.57
10,385 14,630 1,039
106
752
770 0.98 D F Y
DURANT RD: (LUMSDEN RD -to-DOVER RD/LITTLE RD)
ER/VR Y C 2U 45 C 3.09 0.32
2,551 * 12,445 255
124
136
656 0.21 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
9,332 14,725 933
124
731
779 0.94 D C Y A-V
CW Y MA 4D 45 D 2.27 1.76
37,211 40,500 3,721
330
1,524 1,690 0.90 F F Y 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
31,747 38,200 3,175
247
1,338 1,620 0.83 F F Y A
EL/SFN Y C 2U 45 D 1.00 2.00
9,548 11,900 955
106
693
690 1.00E F N A
FALKENBURG RD: (US HWY 92-to-M L KING BLVD)
BR/EL Y MA 4D 45 D 2.58 1.94
25,816 29,700 2,582
330
1,416 1,650 0.86 D F Y A-V
FALKENBURG RD: (M L KING BLVD -to-SR 60/ADAMO DR)
BR
Y MA 4D 45 D 1.46 2.05
21,969 27,300 2,197
247
1,257 1,670 0.75 F F Y A-IC
FALKENBURG RD: (SR 60/ADAMO DR -to-CAUSEWAY BLVD)
BR
Y MA 4D 45 D 1.15 1.74
12,023 33,915 1,202
330
572
1,625 0.35 B F Y
FALKENBURG RD: (CAUSEWAY BLVD-to-US HWY 301)
County Roadways * Growth Factor Applied to 2006 Count
4
AUGUST 2007
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