LOS Report - Historical Data (1994-2020)

State Road System Level of Service Inventory Report ( 2-Way Peak Hour Direction) Hillsborough County 1998 Level of Service Analysis

NOTE:

Roadways included in this Inventory are arterials and collectors as defined in the Hillsborough County Comprehensive Plan. The Levels of Service have been generated using the current guidelines of the FOOT Level of Service (LOS) Generalized Tables and Highway Ca~city Manual (HCM). Those roads in the unincorporated areas are part of the Concurrency Management System and are subject to the requirements for Public Facilities identified in the Hillsborough County Land Development Code.

'.\."

Plan "' ..

Link Id or

Pk Hour

PkHour V:SC

D" Peak Hour Seg Avail. Cap

FAC. Type

His!.

Juris E+C

Daily

M" V:C

Area Type

Exist

LOS LenglhNumoer K100

OnStraet

LOS

To

From

MDT

Sag.!d

Capacity Volume SVC Cap Ratio

SId

Signals

GR

Type Type

2,250 0.364

0.091 0.020 1.00

1,431

A 1307

T 21ST ST

D

8,999

22NDST

24,725

819

0.90

COLUMBUS DR

SR

30 30

2 2

D

5

21ST ST

A 1310

16,088

1,464 0.334

T

D

974

0.091 0.020 1.00

23RDAVE

5,376

COLUMBUS DR

489

SR

20 20

2 2

D

2

0.34

A 1060

F

1,396 1.242

1734

15,341

T 22ND ST

0

0.091 0.020 1.00

Y

MARmMEBLVD

21ST ST

SR

2D

D

19,060

1.18

2D

2 2

3

22ND ST

A 1065

1149

2,250 0.511

T

D

0.091 0.020 1.00

12,628

1,100

24,725

21ST ST

14TH AVE

0.76

SR

30 30

2 2

D

6

1,464 0.317

A 1315

T 22NDST

D

16,088

23RDAVE

OA2

999

464

1.00

5,104

14TH AVE

0.091 0.020

SR

20 20

2 2

D

2

A 1320

22ND ST

14,604 1131

1.329 0.851

T

D

197

0.091 0.020 1.00

12,432

23RDAVE

M L KING BLVD

4 2

D

0.69

SR

2U

2U

3

1,549 0.812

22ND ST

L2480

T

C

291

0 0

0.091 0.020 1.00

13,822

17,022 1258

M L KING BLVD

OSBORNE AVE

0.50

2

SR

2U

2U

2

1

T 22ND ST

1,549 0.909

L2490

C

0.091 0.020 1.00

17,022 1408

OSBORNE AVE

140

15,476

HILLSBOROUGH AV SR

2U

2 2

1

2U

0.50

39TH ST

A 1085

1-4

48,582 1479

4,421 0.335

2,942

T

LEE ROY SELMON

C

0.091 0.020 1.00

16,250

4D

4D

D

0.77

SR

3

2 2

0

A 1330

1-4

40TH ST

3,750 0.454

2,049

41,209 1701

T

MELBOURNE'BLVD

0.091 0.020 1.00

18,689

SR

6D

D

0.70

4

6D

2 2

40TH ST

2,370

A 1340

T

48,582 2051

HILLSBOROUGH AV

0.091 0.020 1.00

22,536

4,421 0.464

MELBOURNE BLVD

C

1.45

SR

6D

6D

2 2

D

5

L 40620

1-4

50TH ST

3,750 0.516

1,815

41,209 1935

T

D

MElBURNE BLVD

0.091 0.020 1.00

21,259

SR

6D

1

0.02

6D

2 2

D

L40630

36,484 2321

3,320 0.699

T 50TH ST

B

q.091 0.020 1.00

25,500

MELBURNE ~LVD

M L KING BLVD

SR

4D

D

0.90

1

4D

2 2

99~

56TH ST

A 285

T

D

0.091 0.020 1.00

36,076

36,484 3283

3,320 0.989

37

MLKINGBLVD

1.22

HILLSBOROUGH AV SR

4D

4D

3 2

D

3

C

TH 56TH ST

36,484 3291

3,320 0.991

A 305

D

36,168

0.091 0.020 1.22

HILLSBOROUGH AV TEMPLE TERRACE

SR

4D

D

C

759

2.51

5

4D

2 2

F

TH 56TH ST

38,250

36,484 3481

3.320 1.048

D

569

A 315

0.091 0.020

TEMPLE TERRACE

FOWLER AVE

SR

4D

3

M

1.50

1.22

4D

2 2

L40960

36,066

3,282 0.269

2,400

PC BAKER ST

A

0.26

0.091 0.020 1.00

9,690

SR600

ALEXANDER ST

SR

20 20

3 2

D

0

882

L40970

0.091 0.020 1.00

19,066

1,735 0.508

PC BAKERST

ALEXANDER ST

C

853

0.78

N WHEELER ST

SR

20 20

2 2

D

2

9,690

882

D

16,088

1,464 0.564

L40980

PC BAKERST

0.091 0.020 1.00

9,078

D

NWHEELERST

EVERS ST

SR

20 20

1

826

637

0.05

2 2

,

0.091 0.020 1.00

16,088

743

1,464 0.507

L 40985

PC BAKER ST

D

721

8,160

0.06

EVERS ST

SR39

SR

20 20

2 2

D

1

.. _-

- - -- - --- -- ------

' ..

........

Notes:

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

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

State Road System" 1

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