THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
5% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
CR 39: (SR 674 -to-CR 672/BALM RD)
BW MAC 2U 50 C 4.00 0.25 1.0 3,940 10,450 394
550
260
561 0.46 C
Y
CR 39: (CR 672/BALM RD-to-LITHIA PINECREST)
BW MAC 2U 50 C 6.05 0.17 1.0 7,020 10,450 702
550
440
561 0.79 C
Y
CR 39: (LITHIA PINECREST-to-SR 60)
BW MAC 2U 50 C 6.49 0.15 1.0 10,300 10,450 1,030
550
560
561 1.00 C F N
CR 579: (I-4-to-M L KING BLVD)
TH C 2U 45 D 1.40 0.71 1.0 15,100 12,500 1,510
656
790
700 1.13F F N A
CR 579: (I-4-to-US 301)
TH C 2U 50 C 4.40 0.91 1.0 7,790 12,445 779
622
560
690 0.81 C E Y
CR 579: (MANATEE COUNTY -to-RUSKIN WIMAUMA)
BW MIC 2U 50 C 5.06 0.00 1.0 1,000 12,065 100
635
100
570 0.18 B
Y
CR 672 (BALM RD): (US HWY 301-to-BALM RIVERVIEW)
BW MA 2U 55 D 3.81 0.00 1.0 6,660 17,290 666
655
400
827 0.48 C
Y
BW MA 2U 55 D 1.47 0.00 1.0 6,320 17,290 632
655
370
827 0.45 C
Y
CR 672 (BALM RD): (BALM RIVERVIEW-to-BALM BOYETTE RD)
CR 672 (BALM RD): (BALM BOYETTE RD-to-CR 39)
BW MA 2U 55 D 6.56 0.00 1.0 2,070 16,435 207
635
110
779 0.14 B
Y
CRAWLEY RD: (BOY SCOUT RD -to-TARPON SPRINGS)
K MIC 2U 45 C 2.94 0.34 1.0 2,060 10,450 206
550
140
561 0.25 C
Y
CRENSHAW LAKE RD: (SIMMONS RD -to-US HWY 41)
L C 2U 45 D 1.23 0.00 1.0 8,890 17,290 889
655
720
827 0.87 D
Y
CROSS CREEK BLVD: (BBDOWNS-to-KINNAN ST)
USF C 4D 35 D 1.62 0.62 1.0 27,300 32,300 2,730 1,558
1,500 1,780 0.84 C E Y CIP-A
TH C 2U 45 D 2.70 0.37 1.0 10,200 15,580 1,020
656
1,200
817 1.47 F E N
CROSS CREEK BLVD: (KINNAN ST -to-MORRIS BRIDGE RD)
CRYSTAL LAKE RD: (SIMMONS RD -to-US HWY 41)
L C 2U 45 C 1.12 0.00 1.0 4,530 12,255 453
655
240
656 0.37 B
Y
DOVER RD: (ML KING BLVD-to-SYDNEY)
BR C 2U 45 C 2.02 0.99 1.0 5,860 9,400 586
622
370
530 0.70B C Y A
DOVER RD: (SYDNEY RD-to-SR 60)
BR C 2U 45 D 1.92 0.52 1.0 7,170 10,400 717
550
450
530 0.85B D Y A
DOVER RD/LITTLE RD: (SR 60 -to-BLOOMINGDALE AVE)
BR C 2U 45 D 3.03 0.99 1.0 5,970 15,580 597
656
470
817 0.58 C
Y
DUNCAN RD: (BLOOMINGDALE AVE-to-US HWY 301)
G C 2U 35 D .45 2.22 1.0 9,370 14,630 937
532
580
770 0.75 D
Y
DURANT RD: (LUMSDEN RD -to-DOVER RD/LITTLE RD)
BR C 2U 45 D 1.12 3.57 1.0 11,000 14,630 1,100
532
650
770 0.85 D
Y
BR C 2U 45 C 3.09 0.32 1.0 2,440 12,445 244
622
130
656 0.20 B
Y
DURANT RD: (DOVER RD/LITTLE RD -to-TURKEY CREEK RD)
EASTBAY RD: (GIBSONTON-to-SYMMES)
G C 2U 45 D 1.00 1.00 1.0 3,990 9,400 399
622
230
520 0.44 B C N A-V
EHRLICH RD: (DALE MABRY HWY -to-HUTCHINSON)
C MA 4D 45 D 2.27 1.76 1.0 41,100 40,500 4,110 1,648
2,300 1,690 1.36 F F N A
EHRLICH RD: (GUNN HWY-to-HUTCHINSON)
C MA 4D 45 D 1.86 2.15 1.0 33,500 38,200 3,350 1,235
1,800 1,620 1.11 F E N A
FALKENBURG RD: (US HWY 92-to-M L KING BLVD)
TH C 2U 45 D 1.00 2.00 1.0 10,400 11,900 1,040
532
750
690 1.09E F N A
FALKENBURG RD: (M L KING BLVD -to-SR 60/ADAMO DR) TH MA 4D 45 D 2.58 1.94 1.0 26,900 29,700 2,690 1,648
1,600 1,650 0.97 D E N A-V
County Roadways
JULY 2005
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