LOS Report - Historical Data (1994-2020)

FAG. 'm lOS lenglhNumber K100 Hist

UnkIdor

Pk Hour PkHolJr V:SG

0" Peak Hour Seg Avail. Cap

p~" M.a

Daily

Exist

M" V:C

E'C

On Street

From

LOS

To

Juris

MOT

Sag.ld

GR

Capacity Volume SVG Cap Ratio

Type Type

Type SId

Signals

T""

L 23510

PC KEYSVILLE RO

1,090 0.237

CEDAR GROVE RO

259

B

0.10

0.095 0.024 1.00

0

831

2,722 11,474

HENRY GEORGE RO CR

4 4

C

2U

2U

L 23520

PC KEYSVILLE RD

1,090 0.237

HENRY GEORGE RD NICHOLS RD

0.095 0.024 1.00

259

B

4

2,722 11,474

1.07

2U

4

C

0

831

CR

2U

L 23530

PC KEYSVILLE RO

870 0.297

NICHOLS RD

259

B

0.68

0.095 0.024 1.00

2,722 9,158

C

0

611

EDISONRO

2U

2U

4 4

CR

L23540

PC KEYSVILLE RD

870 0.297

EDISON RD

0.095 0.024 1.00

2,722

9,158

259

B

4

L1THIARD

1.59

2U

2U

4

C

0

611

CR

,

L 23500

PC KEYSVILLE RD

820 0.456

8,200

TURKEY CREEK RO CR 39

374

B

2.64

0.100 0.006 1.00

3,740

446

C

0

CR

2U

2U

8 4

A 110

3,153 0.597

BLOOMINGDALE AV LUMSDEN RD

BR KINGS AVE

34,648 1883

1,269

B

2.03

20,697

0.091 0.020 1.00

0

2

4D

4D

2 2

CR

A 135

BR KINGSAVE

LUMSDEN RD

2,746 0.619

SR 60

1.02

0.091 0.026 1.07

18,677 30,176 1700

1.238

3

C

4D

D

CR

4D

2 2

L23650

1,808 0.940

BR KINGS AVE

SR60

D

0.51

0.091 0.026 1.18

18,677 19,868 1700

2U

D

VICTORIAST

0

433

CR

2U

4 2

A 190

BR K!NGSWAY RD

SR60

1,474 0.544

0.091 0.000 1.18

8,812 16,198

802

B

WINDHORST RO

1.51

937

2U

2U

3

2 2

D

CR

A 195

1,474 0.544

BR KINGSWAY RD

WlNDHORST RD

B

1.59

0.091 0.000 1.18

8,812 16,198

D

2U

937

2

802

2 2

CR

2U

M L KING BLVD

L 23760

BR K1NGSWAY RD

1,178 0.681

0.091 0.000 1.00

MLKINGBLVD

802

B

8,812 12.945

2 2

376

USHWY92

0

1.64

1

CR

2U 2U

L23800

1,090 0,429

BR KNIGHTS GRIFFIN RD STACY RD

468

B

4

2.20

0.095 0.075 1.00

4,922 11,474

622

MCINTOSHRD

C

0

4

CR

2U

2U

L 23810

1,245 0.158

BR KNIGHTS GRIFFIN RD MCINTOSH RD

0.093 0.020 1.00

2,114 13,387

1,048

C

1

197

B

SR39

6.80

2 3

CR

2U

2U

L23820

1,641 0,281

PC KNIGHTS GRIFFIN RD SR 39

0,093 0.097 1.00

4,961 17,645

1,179

461

A

2.53

WlLDER RD

2U

4 3

C

0

CR

2U

L 23830

0.093 0.097 1.00

1,641 0.281

PC KNIGHTS GRIFFIN RD WlLDER RO

461

A

POLK COUNTY UN

2.52

4,961 17,645

1,179

4 3

C

0

CR

2U

2U

2,261 0.273

L24000

LAKE MAGDALENE

1.70

0,091 0.091 1.00

6,779 24,846

1,644

C

FLETCHER AVE

0

617

A

D

BEARSS AVE

2U

2U

4 2

CR

A 412

0,84

0.091 0.020 1.00

14,640 11,374 1332

1,035 1.287 F

BR LAKEWOOD DR

PROVIDENCE RD

Y

0

SR60

2U

4 2

0

0

CR

2U

A 150

SR60

1,474 0.606

BR LAKEWOO~ DR

1.51

0.091 0.020 1.00

9,815 16,198

0

2

893

B

580

WlNOHORST RO

CR

2U

2U

2 2

A 155

WINDHORST RD

0.091 0.020 1.00

9,815 16,198

1,474 0.606

BR LAKEWOOD DR

893

B

1.50

M L KING BLVD

0

2

580

2U

CR

2U

2 2

2,996 0.436

A 450

0.091 0.086 1,11

TC LAMBRIGHT ST

1306

14,353 32,923

2,019

D

DALE MABRY HWY

3

B

ARMENIA AVE

1.36

4U

4U

2 2

CR

2,319 0.229

A 481

LINEBAUGH AVE

4.11

0.091 0.020 1.00

5,847 25,484

K

RACE TRACK RO

532

D

D

1.786

SHELDON RD

40 4D

3 2

0

CR

A 482

3,153 0.331

1044

B

2.109

1.47

0.091 0.020 1.00

11,468 34,648

D

C LINEBAUGH AVE

SHELOONRD

VETERANS EXPWY CR

2

40 40

2 2

A 483

0.091 0.000 1.00

13,643 25,484 1242

2,319 0.535

C LINEBAUGH AVE

VETERANS EXPWY ANOERSONRD

0

D

D

1.04

1.077

40 40

3 2

CR

A 1570

34,648 1892

3,153 0.600

20,787

0.091 0.D18 1.00

1,261

C LINEBAUGH AVE

ANDERSON

1

B

D 2.02

GUNN HWY

CR

40 40

2 2

C LINEBAUGH AVE

2,746 0.689 P

L 24480

0

0.091 0.018 1.00

GUNN HWY

0.24

20,787 30,176

DALE MABRY HWY

1

1892

854

CR

40 4D

2 2

A 120

0,091 0.020 1.00

1,474 0.931

BR LITHIA PINECREST ROSR 60

0

102

1.25

15,071. 16,198 1371

2U

LUMSDEN RD

0

2

2 2

CR

2U

2,261 0.597

L24620

0.091 0.020 1.00

0.04

14,822 24,846 1349

BR LITHIA PINECREST RDLUMSOEN RO

0

C

912

BELL SHOALS RO

2U

2U

4 2

0

CR

14,107 16,198 1284

1,474 0.871

L24630

661

1.27

0.091 0.020 1.32

BR LITHIA PINECREST ROSELL SHOALS RO

1

C

2 2

D

BROOKERRO

CR

2U

2U

L24640

2,160 0.607

14,107 23,226 1312

0.41

0.093 0.020 1.00

BR LITHIA PINECREST ROBROOKER RD

0

C

848

VALRICORO

CR

2U

2U

4 3

0

0.093 0.020 1.00

1,368 0.959

L24650

0,87

14,107 14,710 1312

2 '3 D

D

C

56

2U

BR LITHIA PINECREST ROVALRICO RO

BLOOMINGDALE AV CR

1

2U

2,268 0.293

1,603

L 24655

0.093 0.000 1.00

7,141 24,387

664

A

BR LITHIA PINECREST ROSLOOMINGOALE AV ALAFIA RIVER

2.55

4 3

0

CR

20 2D

D

L24660

2,160 0.307

1,495

664

A

1.15

0.093 0.000 1.00

7,141 23,226

BW LITHIA PINECREST RDALAFIA RIVER

0

NEW BOYETIE RO

CR

2U

2U

4 3

0

14,710

L 24670

0.093 0.020 1.00

5,753

1,368 0.391

535

B

3.44

832,

BW LITHIA PINECREST RDNEW BOYETIE RO

1

CR 39

CR

2U

2U

2 3

0

1,641 0.253

BW LITHIA PINECREST RDCR 39

0.095 0.000 1,00

4,375 17,274

1,225

L24680

0

416

A

3.52

KEYSVILLE RD

CR

2U

2U

4 4

C

1,090 0.381

B

674

1.98

0.095 0.000 1.00

4,375 11,474

L 24690

BW LITHIA PINECREST RDKEYSVILLE RD

0

416

POLK COUNTY LIN

CR

2U

2U

4 4

C

2,012

L24700

24,846

2,261 0.110

249

A

0.99

0.091 0.058 1.00

4 2

BW LITTLE RO

0

2,731

BLOOMINGDALE AV OURANTRO

CR

2U

2U

D

L24800

2,261 0.570

973

2.02

0.091 0.020 1.00

14,149 24,846 1288

0

C

VANDERVORT RD

L LIVINGSTON AVE

BEARSSRO

CR

2U

2U

4 2

0

Notes. FAC Type: 1=Freeway, 2= Urban Interrupted Flow Arterial. 3=Urban Multi-Lane Uninterrupted Flow Arterial, 4= Urban Two-lane Uninterrupted Flow Arterial Flow, 5=Non-state other, 6=Not Used, 7= Rural Multi-Lane Uninterrupted Flow Arterial, 8= Rural Two-Lane Uninterrupted Flow Arterial

Area Type: 1=CBD, 2=Suburban, 3=Transitioning, 4=Rural Developed, 5=Rural

County Road System" 7

PAGE 13

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