LOS Report - Historical Data (1994-2020)

Link Idor

Plan Ama

Pk Hour PkHour v:sc

Area lOS lengthNumber K100

Hist GR

Daily

LOS Def Peak Houl

Juris E+C

FAC. Type

M" V:C

Exist Type

On Street

From

To

MOT

Sag. td

Capacity Volume SVCCap Ratio

Type

Se, Avail Cap

Type SId

Signals

l12900

BR DOVERRD

250

A

2,744 24,846

2,261 0.110

4 2 2 4 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 4 2 2 2 4

2

0

0

OURANTRD

2.05

0.091 0.020 1.00

2,011

CR

SR60

2U 2U

l12910

BR DOVERRD

419

B

0.091 0.062 1.00

16,198

1,474 0.285

1,054

4,609

SR60

2

0

1

2.02

SYDNEY RD

CR

2U

2U

B

l12920

1,474 0.285

PC DOVERRD

0

419

0.091 0.062 1.00

4,609 16,198

1,054

SYDNEYRD

CR

2

1

MlKINGBLVD

1.92

2U

2U

A

l13010

BR DURANTRD

1,729 0.269

VALRICORD

3

0

465

0.093 0.020 1.00

5,005 18,591

1,263

CR

2U

0

UTTLE RD

2.14

2U

K EHRLICH RO

0

0

A 425

0.091 0.041 1.60

20,074 30,176 1827

2,746 0.665

2,566

GUNN HWY

CR

2

3

VETERAN'S EXPVVY

0.98

40 40

K EHRLICH RD

B

A 420

17,482 34,648 1591

3,153 0.505

3,453

0.091 0.041

CR

2

0

3

VETERAN'S EXPWY

1.60

LYNN TURNER RD

1.32

40 40

C

A 415

K EHRUCHRD

27,568 34,648 2509

3,153 0.796

2

4

644

LYNN TURNER RO

2.28

0.091 0.043 1.00

0

CR

40 40

DALE MABRY HWY

A

L 13915

BR FALKENBURG RD

5,470 0.276

0.091 0.049 1.00

16,611 60,110 1512

3,958

0

EVERHARTRD

CR

2

0.64

0

US HWY 301

40 40

A

L 13930

0.091 0.049 1.00

16,611 60,110 1512

5,470 0.276

3,958

BR FALKENBURG RD

LUMSDEN RD

2

0

0

0.39

CR

40 40

LEE ROY SELMON

A

16,611 60,110 1512

5,470 0.276

BR FALKENBURG RD

0

L 13935

0.091 0.049 1.00

3,958

LEE ROY SELMON

DEAD END

CR

2

0

0.19

40 40

A

5,470 0.276

BR FALKENBURG RD

L 13950

0.091 0.049 1.00

16,611 60,110 1512

2

0

0

3,958

PALM RIVER RO

0.21

ADAMO DR

CR

40 40

B

3,153 0.449

A 306

BR FALKENBURG RD

0

0.091 0.049 1.00

15,571 34,648 1417

1,736

ADAMO DR

M L KING BLVD

CR

5

2

2.58

40 40

F

Y

0

l14000

TH FALKENBURG RO

0.091 0.020 1.00

14,216 12,945 1294

1,178 1.098

MLKINGBLVD

CR

2

0

1

HILLSBOROUGH AV

0.97

2U

2U

0

3,153 0.944

A 370

0

177

0.091 0.015 1.00

32,693 34,648 2975

C FLETCHER AVE

DALE MABRY HWY

CR

2

3

ARMENIA AVE

1.26

40 40

F

Y

0.091 0.041 1.00

42,153 30,176 3836

2,746 1.397

A 365

USF FLETCHER AVE

ARMENIA AVE

2

0 1.59

3

0

FLORIDA AVE

CR

40 40

F

2,746 1.448

USF FLETCHER AVE

0

Y

0

A 369

0.091 0.020 1.00

43,690 30,176 3976

NEBRASKA AVE

CR

2

3

1.54

40 40

30TH ST

F

2,746 1.336

Y

0

0.091 0.020 1.00

40,312 30,176 3668

A 340

USF FLETCHER AVE

2

0

6

1.97

30THST

CR

40 40

56TH ST

F

3,153 1.065

0

36,910 34,648

Y

0

A 335

n

FLETCHER AVE

0.091 0.100 1.00

3359

CR

2

2

56THST

1-75

2.48

40 40

B

3,153 0.552

0.091 0.000 1.00

19,143 34,648 1742

1,410

L 33600

2

0 0.64

C FLETCHER AVE

DALE MABRY HWY

S VILLAGE DR

CR

1

40 40

F

827 2.010

Y

0

9,088 1742

0

La6i0

0.091 0.000 1.00

19.143

C FLETCHER AVE

LOWELLRD

CR

2

1

0.20

SVILLAGE DR

2U

2U

A

457

1,641 0.278

1,184

L 15900

0.093 0.020 1.00

4,911 17,645

PC FORBES RD

TRAPNELLRD

3

C

0

0.65

CR

2U

2U

SYONEYRD

B

788

1,245 0.367

457

4,911 13,387

0.093 0.020

PC FORBES RD

3

C

1

L 15910

1.80

1.00

SYDNEYRD

MLKINGBLVD

CR

2U

2U

B

1,245 0.365

454

791

0.093 0.100

4,881 13,387

PC FORBESRD

3

C

1

L 15920

1.00

2U

M LKING BLVD

CR

US HVVY 92

1.27

2U

B

1,245 0.110

1,108

137

0.093 0.000 1.00

1,473 13,387

L 15930

PC FORBES RD

1-4

3

C

1

0.42

US HWY 92

CR

2U 2U

A

1,641 0.083

1,504

137

0.093 0.000 1.00

1,473 17,645

PC FORBES RD

3

C 0.87

0

L 15940

1-4

THONOTOSASSA RD CR

2U

2U

1,641 0.083 A

1,504

137

0.093 0.000 1.00

1,473 17,645

4 4 2 2 2 2 3 2 2

L 15950

PC FORBES RD

THONOTOSASSA RD THONOTOSASSA-KN CR

3

C

0

0.51

2U

2U

2,160 0.072

2,004

156

0.093 0.020 1.00

1,677 23,226

TH FORT KING RD

3

0

0

l16000

MAINST

KNIGHTS GRIFFIN

CR

1.37

2U

2U

A

0

2,609 0.942

151

27,010 28,670 2458

0.091 0.020 1.00

L 16940

T GANDY BLVD

DALE MABRY HWY

2

0

1

0.26

HIMES AVE

CR

4U

4U

B

2,996 0.592

1,223

0.091 0.010 1.00

19,483 32,923 1773

L 16950

0 0.50

1

T GANDY BLVD

HIMES AVE

MACDILLAVE

CR

4U

4U

2

'·'2,996 0.573

B

1,279

0.091 0.020 1.00

18,867 32,923 1717

2

L 16960

0

1

T GANDY BLVD

MACDILLAVE

BAYSHORE BLVD

CR

4U 4U

0.41

B

3,153 0.319

11,063 34,646

1007

2,146

0.091 0.020 1.00

L 18000

2

0 0.78

1

G GIBSONTON DR

US HWY 41

GIBSONTON ELEM

CR

40 40

A

5,470 0.197

4,394

0.091 0.010 1.00

11,823 60,110 1076

2

0

0

L 18010

1.41

G GIBSONTON DR

GIBSONTON ELEM

CR

40 40

1-75

B

3,153 0.341

2,077

0.091 0.010 1.00

11,823 34,648

1076

0

1

2

L 16020

CR

1.31

G GIBSONTON DR

1-75

US HWY 301

40 40

B

396

1,474 0.730

0.091 0.010 1.00

11,823 16,198

1076

0 0.63

1

L 16030

US HWY301

BALM RIVERVIEW

CR

2

2U

G BOYETTE DR

2U

B

694

1,090 0.179

196

0.095 0.100 1.00

2,058 11,474

4 4 2

CR

4

C

0

l18300

COCKROACH BAY R US HVVY 41

4.24

R GULF CITY RD

2U

2U

2,160 0.647

C

761

0.095 0.095 1.00

14,719 22,737 1398

0

0

4

L 18400

1.44

K GUNN HWY

PASCO COUNTY II LUn LAKE FERN

CR

2U

2U

F

Y

0

1,368 1.200

17,658 14,710 1642

0.093 0.095

3

0

2

1.00

A 430

2.07

K GUNN HWY

LUn LAKE FERN

CR

2U

VAN DYKE RD

2U

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=Rurat Developed, 5=Rural County Road System - 5

PAGE 11

Made with FlippingBook Learn more on our blog