LOS Report - Historical Data (1994-2020)

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

INT LOS

Cap Avail

Spc Note

Reg FC

AADT Daily Cap

Roadway (From/To)

GUNN HWY: (EHRLICH-to-S MOBLEY)

Y MA 4D 45

D 0.95 3.16

31,961 *

40,000

1,434

2,350

0.61

D F

Y CIP-A

GUNN HWY: (S MOBLEY-to-VAN DYKE RD)

Y MA 2U 45

E 3.25 0.92

21,016

20,300

1,115

1,090

1.02

F

E

N

A

GUNN HWY: (VAN DYKE RD -to-LUTZ LAKE FERN)

Y MA 2U 45

E 2.07 0.97

19,267

23,100

1,046

1,200

0.87

E

E

Y

A

GUNN HWY: (LUTZ LAKE FERN-to-PASCO COUNTY )

Y MA 2U 45

D 1.44 0.00

11,904

16,700

650

779

0.83

D D Y HP

HABANA AVE: (HILLSBOROUGH AV -to-WATERS AVE)

Y C 2U 40

D 2.01 1.00

10,663

15,580

753

817

0.92

D E

Y

A

HANLEY: (HILLSBOROUGH AVE -to-WILSKY BLVD)

Y C 4D 50

E 2.58 2.33

38,826

32,775

2,131

1,710

1.25

F

F

N

HANNA AVE: (40TH ST-to-HARNEY)

Y C 2U 45

D 2.04 0.49

4,329

15,580

227

817

0.28

C

Y

HARNEY RD: (56TH ST -to-SLIGH AVE)

Y C 2U 45

D 1.98 1.01

10,458

15,580

601

817

0.74

C

F

Y

HARNEY RD: (SLIGH AVE-to-MORRIS BRIDGE)

Y MA 2U 45

D 2.50 0.80

6,832

15,580

436

817

0.53

C

F

Y

IC

HARNEY RD: (MORRIS BRIDGE-to-US 301)

Y MA 2U 45

D 2.89 0.00

5,389

17,290

501

827

0.61

C D Y

HENDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)

Y C 2U 45

D 1.03 0.97

12,422

13,500

1,090

800

1.36

F

F

N

A

HENDERSON RD: (LINEBAUGH AVE-to-GUNN HWY)

Y C 2U 45

E 1.60 0.63

15,605

17,600

1,041

970

1.07

F

D N

A

HIGHVIEW RD: (SR 574/MLK-to-WINDHORST RD)

Y C 2U 40

D 1.50 1.33

8,104

15,580

420

817

0.51

C E

Y

A

HIMES AVE: (HILLSBOROUGH AVE -to-BUSCH BLVD)

Y MA 2U 45

E 2.74 1.82

13,210

13,600

639

770

0.83

D F

Y

A

HOOVER BLVD: (HILLSBOROUGH AVE -to-ANDERSON RD)

Y MA 2U 45

D 1.05 0.95

18,487

16,000

1,243

950

1.31

F

E

N

A

HUTCHISON RD: (EHRLICH RD-to-N MOBLEY RD)

Y C 2U 45

D 3.23 0.62

13,348

15,580

810

817

0.99

D F

N

JACKSON SPRINGS RD: (HANLEY RD-to-SHELDON RD)

Y C 2U 35

D 1.78 2.25

3,155

14,630

318

770

0.41

C

Y

JAP TUCKER RD: (TRAPNELL RD -to-JIM JOHNSON RD)

Y C 2U 50

C 1.00 0.00

4,147 *

12,255

221

656

0.34

B

Y

JOE EBERT RD: (WILLIAMS RD -to-CR 579)

Y C 2U 40

C 2.00 0.50

3,868 *

8,400

224

470

0.48

A C

Y

A

JOHN MOORE RD: (LUMSDEN RD-to-BLOOMINGDALE AVE )

Y C 2U 45

D 2.03 0.49

9,892

11,400

654

640

1.02

E

F

N

A

KELLY RD: (MEMORIAL HWY -to-HILLSBOROUGH AVE)

Y C 2U 45

E 1.01 0.99

8,533

16,055

499

846

0.59

C C

Y

KEYSVILLE RD: (TURKEY CREEK RD -to-CR 39)

Y C 2U 45

C 2.64 0.00

2,754

12,065

210

570

0.37

B

Y

KEYSVILLE RD: (CR 39 -to-LITHIA PINECREST)

Y MAC 2U 45

C 4.67 0.00

1,834 *

12,065

119

570

0.21

B

Y

KINGS AVE: (VICTORIA ST-to-SR 60)

Y C 2U 35

D .51

1.96

10,662

15,580

545

817

0.67

C E

Y

KINGS AVE: (SR 60-to-LUMSDEN RD)

Y C 4D 45

D 1.01 1.98

22,729

25,500

1,194

1,360

0.88

D F

Y

A

KINGS AVE: (LUMSDEN RD -to-BLOOMINGDALE AVE)

Y C 4D 45

D 2.03 0.99

20,058

21,700

1,166

1,150

1.01

F

F

N

A

KINGSWAY RD: (US HWY 92 -to-ML KING BLVD)

Y C 2U 40

D 1.64 0.61

9,822

9,500

567

860

0.66

C C

Y

A

KINGSWAY RD: (ML KING BLVD -to-WINDHORST RD)

Y C 2U 40

D 1.59 2.52

11,541

14,630

563

770

0.73

D C

Y

County Roadways * Growth Factor Applied to 2007 Count

1-6

SEPTEMBER 2008

Made with FlippingBook Learn more on our blog