LOS Report - Historical Data (1994-2020)

Roadway Level of Service Report (Peak Hour – Peak Direction) County Roadways

PM Pk Hr Dir Vol

PM Pk Hr Dir Cap

Road Type

Spd Lmt

LOS Std.

Len (mi)

Daily Cap

Roadway (From/To)

FC

AADT

LOS

HANLEY: (HILLSBOROUGH AVE -to-WILSKY BLVD)

MA 4D 50

E 2.58 29,994 32,775 1,383 1,710

D

HANNA AVE: (43RD ST -to-56TH ST)

C 2U 45

D 1.01

5,962 15,580

311 817

C

HANNA RD: (VANDERVORT RD -to-SUNSET LANE)

C 2U 40

D 2.25

4,447 15,580

233 817

C

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

MA 2U 45

D 1.98

3,114 15,580

49 817

B

HARNEY RD: (SLIGH AVE -to-US HWY 301)

MA 2U 45

D 2.50 10,757 15,580

644 817

C

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

MA 2U 45

D 2.89

8,794 18,620

459 903

C

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

C 2U 45

D 1.03 10,960 13,500

780 800

D

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

C 2U 45

D 1.6

12,275 20,600

700 1,170

B

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

MA 2U 45

E 2.74 15,500 13,600

875 770

F

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

C 2U 40

D 1.5

7,500

6,700

585 500

F

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

C 2U 45

D 3.23 14,314 15,580

875 817

F

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

C 2U 35

D 1.78

2,968 14,630

156 770

C

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

C 2U 50

C 1

3,800 12,255

200 656

B

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

C 2U 40

D 2.00

3,500

8,400

200 470

A

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

C 2U 45

D 2.03

8,800 11,400

490 640

C

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

C 2U 45

E 1.01

9,975 16,055

680 846

C

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

C 2U 45

C 2.64

4,500 12,065

250 570

B

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

MAC 2U 45

C 4.67

3,500 12,065

200 570

B

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

C 2U 35

D .51

9,496 15,580

511 817

C

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

MA 4D 45

D 1.01 24,500 25,500 1,375 1,460

D

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

C 4D 45

D 2.03 17,586 21,700

925 1,150

C

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

C 2U 40

D 1.64

6,400

9,500

590 860

C

KINGSWAY RD: (ML KING BLVD -to-SR 60)

C 2U 40

D 3.1

12,500 14,200

670 780

C

KINGSWAY RD: (SAM ALLEN RD -to-US HWY 92)

C 2U 45

D 3.11

5,500 15,400

330 880

B

KNIGHTS GRIFFIN RD: (US HWY 301-to-MCINTOSH RD)

MAC 2U 50

C 2.64

6,375 12,065

350 570

C

KNIGHTS GRIFFIN RD: (MCINTOSH RD -to-SR 39)

MAC 2U 50

C 6.8

5,590 12,065

300 570

B

KNIGHTS GRIFFIN RD: (SR 39-to-POLK COUNTY)

MAC 2U 50

C 5.05

5,868 12,065

350 570

C

KRYCUL AVE: (RIVERVIEW -to-US 301)

C 2U 40

D 1.06

5,500 14,725

500 779

C

LAKE MAGDALENE BLVD: (FLETCHER AVE -to-BEARSS AVE)

C 2U 40

D 1.70

8,023 15,580

439 817

C

LAKE MAGDALENE BLVD: (BEARSS AVE -to-FLORIDA AVE)

C 2U 40

D 2.20

6,585 15,580

344 817

C

LAKESHORE DR: (WILCOX-to-VAN DYKE)

C 2U 40

D 1.5

4,820 10,200

245 510

B

LAKEWOOD DR: (M L KING BLVD-to-CLAY PIT RD)

C 2U 35

D 0.5

4,120

6,700

250 500

D

LAKEWOOD DR: (M L KING BLVD-to-SR 60)

C 2U 40

D 3.01 14,504 15,580

765 817

D

Roadway LOS Report

5

September 2004

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