LOS Report - Historical Data (1994-2020)

M., V:C

Link!d or

Plan Nea

Def Peak HoUl Seg Avail. Cap

Pk Hour Pi( Hour V:SC

Nea Type

Daily

Juris E·C

His!.

Exist Type

FAG. Type

lOS lengthNumber K100

LOS

On Street

From

To

MDT

Sag. !d

GR

Capacily Volume SVC Cap Ratio

Std

Signals

Typ'

PC 1..4- PC 1..4-

L 21500

BRANCH FORBES R THONOTOSASSA RO SR

0

M

7,000 1.095

1 1 1 1 1 1 1 1 1 1 1 1 1 1

3

2.06

0.097 0.020 1.47

2,622

6F

6F

C

0

79,050 72,165 7668

L21510

7,000 1.025

0

Y Y

0.097 0.020 1.00

THONOTOSASSA RO ALEXANDER ST

3

0 0

6F

73,950 72,165 7173

1.24

SR

6F

C C

0

L 21515

PC 1-4

8064

7,000 1.152

ALEXANDER ST

0

0.55

0.097 0.020 1.00

0

6F

6F

3 3

SR39

83,130 72,165

SR

L 21520

PC 1-4 PC 1..4-

SR39

7,000 1.117

6F

0

0

Y

0.097 0.020 1.00

0

PARKRO

6F

C 1.32

80,580 72,165 7816

SR SR

L 21530

PARKRO

7,000 0.926

6F

3

0

C

S19

0.47

0.097 0.020 1.00

66,810 72,165 6481

WlLOERRO

6F

C

L21540

PC 1..4-

7,000 1,117

0

Y

WILDER RD

POLK COUNTY LIN

6F

6F

3

0 0 0

0

2.50

0.097 0.020 1.00

80,580 72,165 7816

SR

C

l21600

R 1-75

MANATEE COUNTY RUSKIN WlMAUMA

4,900 0.788

6F

4

B B

6.41

0.101 0.020 1.00

1,036

B

6F 6F 6F 8F

38,250 48,515 3863

SR SR

R 1~75

7,000 0.629

L 21610

RUSKIN WlMAUMA

0.097 0.020 1.23

4,207

BIG BEND RO

6F

3 3

45,390 72,165 4403

C 5.84

L 21620

G 1-75

BIG BEND RO

8,799 0.602

0

C

4.20

0.097 0.020 1.00

54,570 90,711

5293

3,505

GIBSONTON DR

6F 8F 8F 6F 6F 6F

0

SR

L 21630

10,900 0.519

G 1-75

GIBSONTON DR

B

0.091 0.020 1.00

62,220 119,780 5662

US HWY301

2

0

3.61

5,237

SR

0

L21640

G

US HWY 301

10,900 0.519

0 0 0 0 0

B B

LEE ROY SELMON

1.84

0.091 0.020 1.00

62,220 119,780 5662

5,237

SR

8F

2 2 2 2

0 0 0 0 0

1~75

L21650

G 1·75

8,201 0.445

LEE ROY SELMON

0.091 0.020 1.00

40,124 90,121

3651

4,549

6F

SR60

0<98

SR SR SR

L 21660

8,201 1.001

E

Y

BR 1·75

SRao

0.091 0.020 1.00

8213

MLKINGBLVO

6F

0 0

90,249 90,121

2.74

L 21670

TH 1~75

8,201 1.075

M l KING BLVD

8818

E Y

1.44

0.091 0.020 1.00

96,900 90,121

1-4

6F 6F

8,201 0.888

1-4

L21680

TH 1·75

0

915

0.091 0.020 1.00

80,056 90,121

7285

1 1 1 1 1 1 1 2 2 3 2 2 2 2 2 2 2 2 2 2 3 1 1

FOWLER AVE

6F

2

4.07

SR

FOWLER AVE

C

L 21690

TH 1·75

0.091 0.020 1.00

6033

8.201 0.736

2,167

6F

0

66,300 90,121

1.10

FLETCHER AVE

SR

6F

2

0

L21700

TH 1·75

5,701 0.749

1,431

FLETCHER AVE

0

C B B

0.091 0.020 1.00

46,920 62,648 4270

CITY LIMITS

4F

4F

2

2.45

SR

0 0

T

L 21705

1·75

CITYUMITS

5,701 0.518

2,746

0 0

0.091 0.020 1.00

1.49

32,469 62,648 2955

BRUCE B OOWlNS B SR

4F

4F

2 2

L21710

5,701 0.505

2,823

T 1-75

BRUCE B OOWlNS B CITY LIMITS

1.90

0.091 0.020 1.00

31,620 62,648 2877

4F

4F

SR

0

B

L 21715

5,701 0.505

2,823

L 1-75

CITY LIMITS

0

0.091 0.020 1.00

31,620 62,648 2877

4F

4F

2

1·275

SR

0 1.47

4,500 0.639

L 21720

L 1-75

1-275

0.091 0.020 1.00

B

31,620 49,451

2877

1,622

PASCO COUNTY LI

4F

4F

2

0 6

0.31

SR

C

0

A 975

2,250 0.384

1,385

T JACKSONST T JACKSONST T KENNEDY BLVD T KENNEDY BLVD

ASHLEY ST

865 865

0.091 0.020 1.00

9,505 24,725

PIERCEST

30 30

1 1

0

0.32

SR SR

2,652 0.326

A 980

0.091 0.020 1.00

1,787

PIERCE ST

1

C B

0.27

9,500 29,143

NEBRASKA AVE

30 30 40 40 60 60 60 60 60 60 60 60 40 4D 40 40 40 40 40 40

0

A 710

3,320 0.365

2,107

1

1-275

0.091 0.020 1.00

13,320 36,484 1212

MEMORIAL HWY

2

0.92

SR

0 0 0 0

3,750 1.200

E

Y

0

L23120

49,432 4'1,209 4498

1

MEMORIAL HWY

0.07

0.091 0.020 1.00

GAROENlAST

SR

2

L23130

3,750 1.200

T KENNEDY BLVD

1

E Y

0

GARDENIAST

0.091 0.020 1.00

49,432 41,209 4498

2

0.06

OCCIDENTST

SR

0

C

3,750 0.953

L 23140

176

0.091 0.020 1.00

39,270 41,209 3574

T KENNEDY BLVD T KENNEDY BLVD T KENNEDY BLVD T KENNEDY BLVD T KENNEDY BLVD

OCCIOENTST

WESTSHORE BLVD SR

2

1

0.12

5,000 0.707

1,465

B

2

A 810

0.091 0.020 1.00

38,841 54,945 3535

WESTSHORE BLVD DALE MABRY HWY

1.14

SR

2 2

D

2,891 1.074

E Y

0

A 825

0.091 0.020 1.00

34,104 31,769 3103

2

DALE MABRY HWY

0.63

HENDERSON BLVD SR

0

F

Y

2,891 1.196

3457

A 835

0.091 0.020 1.00

37,992 31,769

HENDERSON BLVD HOWARD AVE

2

3 2

0.76

SR SR

0

3,320 0.839

C

5W

0.091 0.020 1.00

30,600 36,484 2785

A 865

HOWARD AVE

N BOULEVARD

2

0 0.88

2,440 0.952

0

C

116

A 955

0.091 0.020 1.00

25,529 26,813 2323

T KENNEDY BLVD

N BOULEVARD

3

0.58

ASHLEY ST

SR

2

0

2,742 0.528

1447

0

1,295

A 960

0.091 0.020 1.00

15,896 30,132

T KENNEDY BLVD

ASHLEYST

40 40

1

6

SR

0 0.34

PIERCEST

2,742 0.239

A 965

0.091 0.020 1.00

7,206 30,132

656

0

2,086

T KENNEDY BLVD

PIERCEST

NEBRASKA AVE

40 40

1

2

SR

0 0.28

2,167 0.417

905

C

A 970

0.091 0.020 1.00

9,942 23,813

T KENNEDY BLVD

NEBRASKA AVE

CHANNELSIOE DR

4U

4U

2

1

SR SR

0 0.30

1, 262 1 3, 037 1

5,701 0.467

4F

0

0.122 0.020 1.00

2663

B B

L 11200

1.15

21,828 46,730

T LEE ROY SELMON T LEE ROY SELMON

GANDY BLVD

EUCLID AVE

4F 4F

2 2

0

5,701 0.513

0.122 0.020 1.00

23,970 46,730 2924

4F

0

L11210

0.S7

EUCLID AVE

BAY TO BAY BLVD

SR

0

..... 2, 776 1

Notes: FAC Type: 1=Freeway, 2= Urban Interrupted Flow Arterial, 3=Uman Multi·Lane Uninterrupted Flow Arterial, 4= Uman 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

State Road System - 5

PAGE 23

Made with FlippingBook Learn more on our blog