LOS Report - Historical Data (1994-2020)

Link Id or

Plan "'.,

E,C Type

O,f Peak Hou Seg Avail. Cap

Pk Hour PkHour V:SC

FAC Am,

Daily

Hist GR

Max V:C

Exist Type

LOS LeogthNumber Kl00

lOS

00 Street

From

To

Juris

!WJT

Seg.ld

Capacity Volume SVC Cap Ratio

Type

Type SId

Signals

L41210

K VAN DYKERD

4 2

D

395

VETERANS EXP

15,517 19,868 1412

1,808 0.781

2U

D

DAR8YLANE

0.99

0.091 0.020 1.00

CR

2U

0

L41230

K VAN DYKE Ro

DARBY LANE

D

395

15,517 19,868 1412

1,808 0.781

DALE MABRY HWY

2U

4 2

0

1.34

0.091 0.020 1.00

CR

2U

D

L41240

L

VAN DYKERO

4 2

D

395

DALE MABRY HWY

15,517 19,868 1412

1,808 0.781

CR

2U

2U

0

StMMONSRD

1.34

0.091 0.020 1.00

D

L41600

BR VICTORIA ST

C

249

HILLTOP Ro

0.091 0,020 1.00

10,206 12,945

1,178 0.789

KINGS AVE

CR

2U 2U

1

929

2 2

0 0.62

L41610

BR VICTORIA ST

KINGS AVE

C

249

PARSONS AVE

1,178 0.789

10,206 12,945

2 2

CR

2U

2U

1 a a

929

0.49

0.091 0.020 1.00

0

l42010

TC WATERS AVE

COUNTRY WAY

24,592 60,110 2238

B

MONTAGUEST

0.091 0.058 1.00

5,470 0.409

3,232

3 2

D

CR

40 4D

1.50

L42015

TC WATERS AVE

MONTAGUEST

3 2

223B

B

3,232

SHELDON RD

0.091 0.058 1.00

24,592 60,110

5,470 0.409

CR

40 40

D

0.95

A 500

TC WATERS AVE

SHELDON Ro

B

26,725 52,198

4,750 0.512

2,318

2 2

HANLEY RD

CR

60 60

3

2432

1.27

0.091 0.058 1.00

D

A 530

TC WATERS AVE

HANLEYRo

D

970

35,482 46,143 3229

4,199 0.769

ANDERSON RD

CR

60 6D

2 2

D

5

1.51

0.091 0.035 1.00

A 535

TC WATERS AVE

ANDERSON RD

35,629 52,198 3242

1,507

CR

60 60

2 2

3

B

DALE MABRY HWY

0.091 0.035 1.00

4,750 0.683

D

2.00

A 540

TC WATERS AVE

DALE MABRY HWY ARMENIA AVE

0,091 0.020 1.62

33,308 30,176

2,746 1.104 F

M

1,417

CR

40 40

2 2

4

3031

1.27

D

A 1375

T WATERS AVE

472

ARMENIA AVE

0.091 0.020 1.06

29,710 32,923 2704

2,996 0.902

4U 4U

2 2

3

C

FLORIDA AVE

CR

1.51

D

L42210

T WATERS AVE

FLORIDA AVE

T

NEBRASKA AVE

4U

C

0.091 0.020 1.15

13,751 29,451

1251

2,680 0.467

1,830

2 2

D

4U

2

0.50

L 46300

TC WEBBRo

MEMORIAL HWY

1,17B 0,555 B

524

7,181 12,945

2U

2U

2 2

1

653

HILLSBOROUGH AV

0.44

0.091 0.020 1.00

CR

D

L46310

TC WEBBRo

.HILLSBOROUGHAV JACKSON SPRINGS CR

A

6,512 19,868

1,215

4 2

593

0.75

0.091 0.020 1.00

1,808 0.328

2U

2U

D

0

A 760

T WESTSHORE BLVD GANDY BLVD

540

22,888 16,198 2083

M

SAN JOSE

2U

2 2

F

2.12

0.091 0.044 1.78

1,474 1.413

2U

3

CR

D

A 805

T WESTSHORE BLVD SAN JOSE

315

25,364 16,198 2308

CR

2U

2U

2 2

F

M

AZEElE ST

0.091 0.020 1.78

1,474 1.566

2

D

1.27

a

A 1645

T WESTSHORE BLVD

AZEELEST

2 2

F

Y

KENNEDY BLVD

0.24

0.091 0.020 1.04

30,121 11,374 2741

1,035 2.010

D

CR

2U

2U

2

A 1850

T WESTSHORE BLVD

KENNEDY BLVD

2 2

D

845

0.091 0.020 1.00

29,861 39,154 2717

3,563 0.763

CR

60 60

D

3

0.38

1~275

a

A 1655

T WESTSHORE BLVD 1-275

.-

Y

29,786 25,484 2711

BOY SCOUT BLVD

CR

40 40

2 2

D

3

2,319 1.169 E

0.64

0.091 0.020 1.00

PARSONS Ro _

L42600

BR WHEELER RD

6,625 12,945

CR

2U

2U

2 2

1 a a a a a a

603

B

645

KINGSWAYRD

0.51

0.091 0.050 1.06

1,178 0.512

D

L42610

BR WHEELER RD

KINGSWAYRD

A

LENNAAVE

0.091 0.050 1.06

6,625 19,868

1,808 0.333

1,313

CR

2U

2U

4 2

D

603

0.12

L42620

BR WHEELER RD

LENNAAVE

CR

2U

2U

4 2

603

A

VALRICORD

0.091 0.050 1.06

6,625 19,868

1,808 0.333

1,313

0

1.39

L42900

PC WlLoER Ro

US HWY92

2,146 14,108

1,112

CR

2U

2U

4 3

200

A

1-4 FRONTAGE RD

1.13

0.093 0.082 1.00

1,312 0.152

C

L42920

PC WlLoER Ro

I-4FRONTAGE Ro

4 3

0,093 0.OB2 1.00

SAM ALLEN RD

2,146 14,108

1,312 0.152

1,112

CR

2U

2U

C

200

A

0.73

L42930

PC WlLoER RD

SAMALLENRo

CR

2U

2U

4 3

200

A

0.093 0.082 1.00

2,146 14,108

1,312 0.152

1,112

C 2,25

KNIGHTS~GRIFFIN

L43000

TH WlLLIAMS Ro

BROADWAY AVE

0.091 0.013 1,00

4,033 19,868

M LKING BLVD

CR

2U

2U

4 2

D

367

A

0.53

1,808 0.203

1,440

L43010

TH WlLLIAMS Ro

M LKING BLVD

4,033 12,945

US 92

CR

2U

2U

2 2

1

367

B

B10

0.091 0.013 1.00

1,178 0.312

D 1,lB

L43020.

TH WlLLIAMS Ro

US 92

Bl0

0.091 0.013 1.00

4,033 12,945

1,178 0.312

SLIGH AVE

CR

2U

2U

2 2

0

1

367

B

0.59

L43030

TH WlLLIAMS Ro

SLIGH AVE

4,033 19,868

JOE EBERTRD

CR

2U

2U

4 2

0

367

A

2.43

0.091 0.013 1.00

1,808 0.203

1,440

D

a a 1 a

L43040

TH WlLLIAMS Ro

JOE EBERTRo

4 2

0,091 0.006 1.00

2,853 19,868

1,548

D

HARNEYRo

CR

2U

2U

260

1,BOB 0.144

A

0.39

L43050

TH WlLLIAMS Ro

HARNEYRD

2.B53 19,868

2U

2U

4 2

260

A

US 301

0.091 0.006 1.00

1,808 0.144

1,548

D 0,67

CR

L43210

TC WlLSKY BLVD

HANLEYRD

CR

2U

2U

2 2

227

LINEBAUGH AVE

0.091 0.037 1.00

10,441 12,945

1,178 0.807

D

950

C

0.60

L43220

LINEBAUGH AVE

4 2

10,441 19,868

TC W1LSKY BLVD

VETERAN'S EXPWY

D

CR

2U

2U

950

B

B57

0.38

0.091 0.037 1.00

1,808 0.525

L43300

BR WlNDHORST Ro

LAKEWOOoRD

CR

2 2

2U

469

PARSONS AVE

1.51

0.091 0.100 1.00

7,790 12,945

2U

0

1

709

B

1,178 0.602

L 43310

BR WlNDHORST Ro

PARSONS AVE

2 2

7,790 12,945

KINGSWAYRD

CR

2U

2U

0

1

709

B

469

0.51

0.091 0.100 1.00

1,178 0.602

A 312

BR WOODBERRY Ro

FALKENBURG Ro

2 2

LAKEWOOD DR

CR

2U

2U

0

1.51

0.091 0.057 1.00

10,330 12,945

1,178 0.798

2

940

C

237

.. 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 - 12

PAGE 18

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