Pinellas County Metropolitan Planning Organization · · 2015-10-22Pinellas County Metropolitan Planning Organization . ... and a map illustrating deficient LOS existing conditions

1

Pinellas County Metropolitan Planning Organization

Pinellas County

Metropolitan Planning Organization

2015 Level of Service Report Adopted September 9, 2015

Councilmember Jim Kennedy

Chair

Commissioner John Morroni Vice Chair

Commissioner Joanne “Cookie” Kennedy

Secretary

Councilmember Doreen Hock-DiPolito Treasurer

*MPO Membership as of last action on this report.

Commissioner Dave Eggers Commissioner Karen Seel

Councilmember Darden Rice Commissioner Cliff Merz

Mayor Sandra Bradbury Commissioner Julie Ward Bujalski

Commissioner Kevin Piccarreto Commissioner Michael Smith Commissioner John Tornga

“The preparation of this report has been financed in part through grant [ s ] from the Federal High-way Administration and Federal Transit Administration, U.S. Department of Transportation, under the State Planning and Research Program, Section 505 [ or Metropolitan Planning Program, Section 104 ( f ) ] of Title 23, U.S. Code. The contents of this report do not necessarily reflect the official views or policy of the U.S. Department of Transportation.”

2


The Pinellas County Metropolitan Planning Organization (MPO) prepares an Level of Service Report each year. Roadways included in the inventory are defined by their facility type (e.g., freeway, signalized arterial, signalized collector, signalized major collector, non-signalized arterial, non-signalized collector and non-signalized major collector). These roadways are categorized by characteristics used to measure their performance, such as freeways (exclusive use of uninterrupted traffic), arterials (primarily serves thru traffic & secondary serves abutting property) and collector roads (providing land access & traffic circulation within a single or multiple land use category). The MPO’s Technical Coordinating Committee (TCC) reviews this report through a process that includes verifying the accuracy of roadway geometry assumptions and an evaluation of traffic count data as provided by the MPO, the Florida Department of Transportation and various local government agencies. After approval, the TCC submits the report to the MPO Board for final adoption.

Welcome to the 2015 Edition of the Pinellas County Metropolitan Planning

Organization’s Annual Level of Service Report, adopted September 9, 2015.

When adopted, the Annual Level of Service Report is provided to the public and local government agencies for informational purposes, such as roadway inventory, traffic volumes, trends and tracking road performance measures.

3


Roadway Trend Analysis (Reported 2013 - 2015)

One of the goals of the Pinellas County Metropolitan Planning Organization (MPO) is to continually improve the performance of the Pinellas County roadway network. The level of service indicators utilized in this report provide a gauge of whether and/or to what extent this goal is being met. The Metropolitan Planning Organization uses key performance factors to identify roadways that are failing or about to fail. A key factor is the roadway’s volume to capacity ratio (v/c). The v/c ratio shows how close travel demand is to reaching the roadway’s physical capacity. A v/c ratio of 1 indicates that the roadway is operating at 100% capacity. NOTE: For consistency in showing annual trends, only data that is available for the same roads monitored during the past three years is being reported in this section. Only one facility has been added since the previous report, 118th Ave N from Belcher Rd to 66th St N measuring approx. one mile.

Section 1: Roadway Trend Analysis

Shown below is information that demonstrates operating conditions on 588 center-line miles of major roads. The information includes analysis on average annual daily traffic (AADT), vehicle miles traveled (VMT), average capacity available per roadway facility and miles of roadway over capacity.

Roadway travel increased by 2% from year 2013 to 2015

Road capacity available decreased 1% from 2013 to 2015

11.6% of the roadways were reported over physical capacity in 2015

Each year was measured by facilities in common.

Note: Charts show year reported, base data year is the previous year.

2013 2014 2015

AADT 23,416 23,641 23,878

23,100

23,200

23,300

23,400

23,500

23,600

23,700

23,800

23,900

24,000SEGMENT AVERAGE AADT

13,650,000

13,750,000

13,850,000

13,950,000

14,050,000

14,150,000

2013 2014 2015

VEHICLE MILES OF TRAVEL

30%

32%

34%

36%

38%

40%

2013 2014 2015

AVERAGE CAPACITY

AVAILABLE PER ROADWAY FACILITY

2013 2014 2015

Roadway 587 587 588

Over Capacity

67.7 64.4 68.5

0

100

200

300

400

500

600

700

Ce

nte

r-li

ne

Mil

es

4


Section 1:

Roadway Trend Analysis (Continued)

Deficient Roadways (Reported 2013 - 2015) Volume to capacity ratio (v/c ratio) is a very useful indicator of the roadway system’s operating characteristics. The Metropolitan Planning Organization (MPO) uses a facility v/c ratio as well as a road’s level of service letter grade when evaluating its performance level.

The maps below depict major roadways that have been operating under deficient LOS conditions during the three past years. A more detailed explanation of the analysis method used to identify deficient roadways and a map illustrating deficient LOS existing conditions during 2014 and reported in 2015 can be found on pages 10 - 12.

2013 Deficient Roadways 2014 Deficient Roadways 2015 Deficient Roadways

427 deficient lane miles in 2013 456 deficient lane miles in 2014 434 deficient lane miles in 2015

Note, the maps show year reported, base data year is the previous year.

5


Section 2:

Methodology

Roadway Traffic Volume Estimation of Traffic

Count Station Data Roadway traffic volume is monitored in Pinellas County on a regular basis. Traffic counters are used to count the number of vehicles that travel the roadway network. These counters are positioned across Pinellas County to collect data that is used for roadway performance evaluation. Each year, average daily traffic (ADT) volume data is collected from counters by the Florida Department of Transportation (FDOT), the Pinellas County Metropolitan Planning Organization (MPO), and local government agencies. The MPO coordinates and manages the countywide count data collected. The MPO collects additional counts as needed to provide good network coverage. Approximately 425 locations on the major road network are monitored using these counters. Typically, the traffic counters are programmed for a two or three day study during normal mid-week business days. Once collected, ADT data is assembled by the MPO staff. Adjustments are made to convert the count data to annualized average daily traffic (AADT) estimates using FDOT seasonal adjustment factors. Finally, the AADT values are applied to the corresponding roadway segments. Due to circumstances such as construction on some roadways, it is not always feasible to collect traffic volumes in a specific year. When this happens, and if count data from a recent year is not available, the roadway’s AADT is extrapolated using regression trend analysis of historical traffic count data from the same count location.

6


EIGHT YEAR AADT COMPARISON CHART

(data from count station monitoring)

27,00027,50028,00028,50029,00029,50030,000

Yr 2007

Yr 2008

Yr 2009

Yr 2010

Yr 2011

Yr 2012

Yr 2013

Yr 2014

CountywideAverage AADT

COUNTYWIDE AVERAGE AADT 29,589 28,856 28,187 28,698 28,015 28,063 28,437 28,884

YEAR Yr 2007 Yr 2008 Yr 2009 Yr 2010 Yr 2011 Yr 2012 Yr 2013 Yr 2014

% Change from previous year N/A -2.5% -2.3% 1.8% -2.4% 0.2% 1.3% 1.6%

US 19 HWY / 34 ST AVERAGE AADT 58,616 55,716 52,987 55,875 53,674 53,342 53,184 54,221

YEAR Yr 2007 Yr 2008 Yr 2009 Yr 2010 Yr 2011 Yr 2012 Yr 2013 Yr 2014

% Change from previous year N/A -4.9% -4.9% 5.5% -3.9% -0.6% -0.3% 1.9%

50,000

52,000

54,000

56,000

58,000

60,000

Yr 2007

Yr 2008

Yr 2009

Yr 2010

Yr 2011

Yr 2012

Yr 2013

Yr 2014

US 19 HWY / 34 STAverage AADT

7


Roadway Performance Determination

The Metropolitan Planning Organization (MPO) uses a database management software application “vTIMAS” to maintain its roadway inventory of over 2,200 individual roadway segments. In the database, roadway geometry, volumes, and descriptions for each roadway segment are carefully identified so that an accurate evaluation of performance can be produced by the software. Level of service data contained in the report table is sorted by facility. Most of the facilities contain two or more segments. Some points regarding the methodology employed in compiling the table are listed below.

Roadway performance measures were evaluated for the monitored major roadway network as it existed in 2014.

Roadway level of service grades were evaluated using PM peak-hour / peak-direction conditions. A roadway’s peak-hour condition is defined as the estimated 100

th

highest hour (K100) of yearly traffic.

Level of service for roadway segments can be calculated using one of two methodologies (conceptual or generalized) described in this section.

Conceptual - This is a more detailed analysis than a generalized method. It

Section 2:

Methodology (Continued)

takes into account enhanced roadway geometry conditions and allows for bi-directional performance evaluation. Basic conceptual analysis can be used for non-signalized arterials and signalized collector roads. ArtPlan is a conceptual analysis software program developed by the Florida Department of Transportation specifically for use with signalized roadways. ArtPlan can be utilized for signalized arterial roads.

Generalized – This analysis method incorporates standardized default roadway values established by FDOT. It provides LOS analysis based on generalized capacity tables. As an example all traffic signals are analyzed with the same green-time and cycle lengths even though actual input values vary at each location.

The vTIMAS database allows the MPO to monitor roadway changes from one year to the next. Data for current and previous years is derived from physical observation. Roadway geometry data for future year conditions is derived from planned capacity improvements.

Additional information for Conceptual and Generalized calculation methodologies can be obtained from:

Florida Department of Transportation Q/LOS Handbook: http://www.dot.state.fl.us/planning/systems/programs/SM/los/pdfs/2013%20QLOS%

20Handbook.pdf

Highway Capacity Manual (HCM): http://www.trb.org/Main/Public/Blurbs/152169.aspx

8


Section 3:

Existing Conditions

2015 Level of Service Critical roadway data was collected throughout the year and then compiled into this report. The conditions reported here represent physical roadway conditions as they existed during 2013. Roadway volumes represent annualized count data from collections that were performed throughout the county. There are 2,296 lane miles of major road facilities monitored by the MPO.

84% of the monitored network performs at or better then LOS D.

16% of the monitored network performs poorly at LOS E or F.

LOS B, & C – 1621 lane miles

LOS D – 313 lane miles

LOS E – 60 lane miles

LOS F – 302 lane miles

State, County and municipal jurisdictions are responsible for maintaining the major roadways in Pinellas County. Monitored lane miles corresponding with each jurisdiction are shown below.

State - approximately 1,017 lane miles;

County – approximately 858 lane miles;

Cities – approximately 421 lane miles. Below are the lane miles of roadways operating at LOS E or F corresponding with State, County and municipal jurisdiction.

State – 261 lane miles

County – 88 lane miles

Cities – 13 lane miles NOTE: The LOS data was calculated using FDOT 2009 Generalized Tables. Using this method the LOS A category was eliminated and the threshold measures are now the same as LOS B. Therefore, a LOS A is now an LOS B.

9


10


Section 3:

Existing Conditions (Continued)

2015 Deficient Roadways The Pinellas County Metropolitan Planning Organization (MPO) uses a “deficient roadway” indicator to identify roadways operating below local and state LOS standards. This page indicates lane miles of roadways operating at 0.9 v/c ratio along with their letter grade. According to Pinellas County’s LOS standard, a facility operating at peak hour LOS E,F, or a v/c ratio of 0.9 or higher is also considered deficient.

The 2015 report shows there were 434 lane miles or 19 percent of the Pinellas County major road network operating under deficient LOS conditions in 2014.

Volume to Capacity Ratio < .9

LOS B-D - 1862 lane miles

Volume to Capacity Ratio >= .9

LOS B-D - 72 lane miles

LOS E, F - 362 lane miles Below are the lane miles of major roadways operating under deficient LOS conditions and corresponding jurisdiction.

State – 279 lane miles

County – 142 lane miles

Cities – 13 lane miles NOTE: Both the LOS letter grade and v/c ratio are derived from the calculation of PM peak hour and PM peak hour directional volumes, which are based on AADT.

11


12


Section 3:

Existing Conditions (Continued)

Facility Level of Service Report

Pinellas County Format

PM Peak Hour Directional Analysis The following pages contain the Pinellas County Metropolitan Planning Organization’s Year 2015 Level of Service / Existing Conditions Analysis Report table. The table in the report was produced using vTIMAS database v1.163 and reflects 2014 base year data. Also the next page contains a map depicting the PM peak hour travel direction of the traffic volumes used for analysis. Roadways included in this inventory are arterials and collectors as defined in the Highway Capacity Manual and published by the Transportation Research Board. Level of Service (LOS) has been calculated using guidelines as identified by the FDOT Quality/Level of Service (Q/LOS) Handbook, FDOT Generalized Tables, FDOT ArtPlan, and the Highway Capacity Manual (HCM). The LOS conditions included in this report are based on the operating conditions of individual road facilities. These facilities are separated by intersections or by a point where there is a change in the lane configuration. A more complete listing of LOS input values and assumptions is available in the LOS Inventory Staff Report from the MPO. NOTE: To continue our trend analysis this countywide report was compiled and LOS data was calculated utilizing FDOT 2009 Generalized Tables. Any specific road projects submitted to FDOT would need to adhere to the 2013 Q/LOS Handbook which can be found on the website as shown on page 7. The results of performance measures utilizing 2013 Q/LOS may be different from this report.

Legend for LOS tables Fac Type:

“F” = Freeway

“SA” = Signalized Arterial

“SC” = Signalized Collector

“SMC” = Signalized Collector (Major)

“NA” = Non-Signalized Arterial

“NMC” Non-Signalized Collector (Major) LOS Method:

“H” = Conceptual - Basic (only used for Memorial Causeway bridge)

“T” = Generalized Tables Abbreviations:

“Fac” = Facility

“V:Cap” = Volume to Physical Capacity Def Flag (or Deficiency Identifier)

“1” = Volume to Capacity Ratio >= .9 and LOS=A, LOS=B, LOS=C, or LOS=D

“2” = Volume to Capacity Ratio >= .9 and LOS=E or LOS=F

13


14


F

acili

ty L

evel

of

Ser

vice

Rep

ort

(P

inel

las

Co

un

ty F

orm

at)

(

PM

Pea

k H

ou

r D

irec

tio

nal

)

P

inel

las

Cou

nty

MP

O

20

15 A

naly

sis

- E

xist

ing

Con

ditio

ns (

DY

201

4) 7

-21-

15 A

, Util

izin

g F

DO

T's

200

9 G

ener

al T

able

s

N

OT

E:

R

oadw

ays

incl

uded

in th

is In

vent

ory

are

mon

ioto

red

Art

eria

ls a

nd C

olle

ctor

s as

def

ined

in th

e M

PO

's F

unct

iona

l Cla

ssifi

catio

n m

ap.

Leve

l of S

ervi

ce h

as b

een

calc

ulat

ed u

sing

the

curr

ent g

uide

lines

of t

he F

DO

T Q

ualit

y Le

vel o

f Ser

vice

, FD

OT

Gen

eral

ized

Tab

les,

FD

OT

Art

Pla

n, a

nd H

ighw

ay C

apac

ity M

anua

l (H

CM

). T

he L

OS

Inpu

t val

ues

show

n on

thi

s re

port

do

not f

ully

rep

rese

nt v

alue

s m

aint

aine

d by

the

data

base

, ple

ase

do n

ot

atte

mpt

to u

se th

ese

valu

es to

rep

rodu

ce L

OS

res

ults

. A

mor

e co

mpl

ete

listin

g of

LO

S in

put v

alue

s an

d as

sum

ptio

ns is

ava

ilab

le, i

f nee

ded

plea

se r

eque

st a

cop

y of

the

LOS

Inve

ntor

y S

taff

Rep

ort.

F

acili

ty

Juris

P

lan

Are

a F

ac

Typ

e

Roa

d T

ype

LOS

Std

Le

ngth

(m

i)

Sig

nals

P

er M

ile

LO

S

Met

hod

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

3 -

1ST

AV

E N

: (3R

D S

T N

-to

- 20

TH

ST

N)

SP

11

S

A

3O

D

1.

421

5.

63

T

10

,804

1,02

6

2,77

6

.370

0

C

4 -

1ST

AV

E N

: (20

TH

ST

N -

to-

34T

H S

T N

) S

P

11

SA

3O

D

1.17

2

4.27

T

10

,804

1,02

6

3,05

6

.336

0

C

5 -

1ST

AV

E N

: (34

TH

ST

N -

to-

66T

H S

T N

) S

P

11

SA

3O

D

2.99

9

1.33

T

13

,000

1,23

5

3,17

5

.389

0

B

9 -

1ST

AV

E S

: (P

AS

AD

EN

A A

VE

-to

- 34

TH

ST

S)

SP

11

S

A

3O

D

3.

247

1.

54

T

13

,133

1,24

8

3,17

5

.393

0

B

10 -

1S

T A

VE

S: (

34T

H S

T S

-to

- 16

TH

ST

S)

SP

11

S

A

3O

D

1.

505

3.

32

T

10

,082

958

3,

056

.3

13

0

C

11 -

1S

T A

VE

S: (

16T

H S

T S

-to

- D

R M

L K

ING

JR

ST

S)

SP

11

S

A

4O

D

.5

01

2.00

T

10

,082

958

4,

082

.2

35

0

C

12 -

1S

T A

VE

S: (

DR

ML

KIN

G J

R S

T S

-to

- 3R

D S

T S

) S

P

11

SA

3O

D

.587

8.52

T

10

,082

958

2,

776

.3

45

0

C

30 -

3R

D S

T N

: (C

EN

TR

AL

AV

E -

to-

5TH

AV

E N

) S

R

11

SA

4O

D

.438

11.4

2

T

11

,500

1,09

2

3,90

0

.280

0

C

37 -

4T

H A

VE

N: (

I-37

5 R

AM

P -

to-

4TH

ST

N)

SR

11

S

A

3O

D

.2

54

7.87

T

10

,500

998

2,

988

.3

34

0

C

43 -

4T

H S

T N

: (I-

275

-to-

GA

ND

Y B

LVD

) S

R

11

SA

4D

D

2.55

7

.39

T

23,5

00

1,22

8

1,96

0

.627

0

B

44 -

4T

H S

T N

: (G

AN

DY

BLV

D -

to-

62N

D A

VE

N)

SR

11

S

A

6D

D

2.

490

2.

41

T

36

,582

1,91

1

2,83

0

.675

0

C

45 -

4T

H S

T N

: (62

ND

AV

E N

-to

- 38

TH

AV

E N

) S

R

11

SA

6D

D

1.50

0

1.33

T

40

,003

2,09

0

2,94

0

.711

0

B

47 -

4T

H S

T N

: (5T

H A

VE

N -

to-

2ND

AV

E N

) S

R

11

SA

4O

D

.279

10.7

5

T

12

,796

1,21

6

3,90

0

.312

0

C

48 -

4T

H S

T N

: (2N

D A

VE

N -

to-

1ST

AV

E N

) S

R

11

SA

3O

D

.100

10.0

0

T

12

,500

1,18

8

2,98

8

.398

0

C

49 -

4T

H S

T N

: (5T

H A

VE

N -

to-

30T

H A

VE

N)

SR

11

S

A

4D

D

1.

506

1.

99

T

26

,171

1,36

7

1,87

0

.731

0

D

50 -

4T

H S

T N

: (1S

T A

VE

N -

to-

CE

NT

RA

L A

VE

) S

R

11

SA

4O

D

.060

16.6

7

T

11

,500

1,09

2

3,90

0

.280

0

C

51 -

4T

H S

T N

: (30

TH

AV

E N

-to

- 38

TH

AV

E N

) S

R

11

SA

6D

D

.501

3.99

T

30

,500

1,59

4

2,83

0

.563

0

C

53 -

4T

H S

T S

: (C

EN

TR

AL

AV

E -

to-

5TH

AV

E S

) S

R

11

SA

4O

D

.380

13.1

6

T

11

,500

1,09

2

3,90

0

.280

0

C

54 -

4T

H S

T S

: (5T

H A

VE

S -

to-

6TH

AV

E S

) S

P

11

SA

3O

D

.097

10.3

1

T

14

,643

1,39

1

2,77

6

.501

0

D

55 -

4T

H S

T S

: (6T

H A

VE

S -

to-

9TH

AV

E S

) S

P

11

SA

4D

D

.210

4.76

T

14

,643

765

1,

530

.5

00

0

D

56 -

4T

H S

T S

: (9T

H A

VE

S -

to-

18T

H A

VE

S)

SP

11

N

A

4D

D

.6

26

.00

T

14,6

43

765

3,

760

.2

03

0

B

57 -

4T

H S

T S

| 6T

H S

T C

ON

NE

CT

ION

: (18

TH

AV

E S

-to

- 39

TH

AV

E S

) S

P

11

SA

4U

D

1.33

4

1.50

T

14

,066

735

1,

676

.4

39

0

B

58 -

4T

H S

T S

| 6T

H S

T C

ON

NE

CT

ION

: (39

TH

AV

E S

-to

- 45

TH

AV

E S

) S

P

11

NA

4U

D

.410

.00

T

13,9

33

728

3,

572

.2

04

0

B

61 -

5T

H A

VE

N: (

4TH

ST

N -

to-

DR

ML

KIN

G J

R S

T N

) S

R

11

SA

2O

D

.500

4.00

T

10

,405

988

2,

244

.4

40

0

C

63 -

5T

H A

VE

N: (

DR

ML

KIN

G J

R S

T N

-to

- 16

TH

ST

N)

SR

11

S

A

3U

D

.5

02

1.99

T

10

,300

538

1,

776

.3

03

0

C

65 -

5T

H A

VE

N: (

16T

H S

T N

-to

- 34

TH

ST

N)

SR

11

S

A

4D

D

1.

503

3.

33

T

23

,651

1,23

6

1,87

0

.661

0

C

66 -

5T

H A

VE

N: (

34T

H S

T N

-to

- 49

TH

ST

N)

SR

11

S

A

4D

D

1.

252

1.

60

T

26

,000

1,35

9

1,96

0

.693

0

B

67 -

5T

H A

VE

N: (

49T

H S

T N

-to

- T

YR

ON

E B

LVD

) S

R

11

SA

4D

D

.878

2.28

T

30

,000

1,56

8

1,87

0

.839

0

D

68 -

5T

H A

VE

N: (

TY

RO

NE

BLV

D -

to-

66T

H S

T N

) S

P

11

SA

4D

D

.869

1.15

T

20

,300

1,06

1

1,76

4

.601

0

B

69 -

5T

H A

VE

N: (

66T

H S

T N

-to

- 69

TH

ST

N)

SP

11

S

MC

4D

D

.347

2.88

T

10

,600

554

1,

216

.4

56

0

C

70 -

5T

H A

VE

N: (

69T

H S

T N

-to

- P

AR

K S

T)

SP

11

N

MC

4D

D

.709

.00

T

10,6

00

554

3,

760

.1

47

0

B

Fac

Typ

e:

"F

"=F

reew

ay, "

SA

"=S

igna

lized

Art

eria

l, "S

C"=

Sig

naliz

ed C

olle

ctor

, "S

MC

"=S

igna

lized

Col

leco

tor

(Maj

or),

"N

A"=

Non

-Sig

naliz

ed A

rter

ial,

"NC

"=N

on-S

igna

lized

Col

lect

or, "

NM

C"=

Non

-Sig

naliz

ed C

olle

ctor

(M

ajor

)

LO

S M

eth

: "

A"=

ApC

alc,

"H

"=C

once

ptua

l, "T

"=G

ener

aliz

ed T

able

s A

bb

revi

atio

ns:

"F

ac"=

Fac

ility

, "V

:Cap

"=V

olum

e to

Phy

sica

l Cap

acity

D

ef F

lag

: "1

"=V

/C R

atio

>=

.9 a

nd L

OS

=A

, LO

S=

B, L

OS

=C

or

LOS

=D

"2

"=V

/C R

atio

>=

.9 a

nd L

OS

=E

or

LOS

=F

15


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td L

engt

h (m

i)

Sig

nals

P

er M

ile

LO

S

Met

h

AA

DT

Vol

ume

P

hysi

cal

Cap

acity

V:C

ap

Rat

io

Def

F

lag

F

ac

LOS

84

- 8

TH

ST

N: (

CE

NT

RA

L A

VE

-to

- 1S

T A

VE

N)

SP

11

S

A

4O

D

.0

62

16.1

3

T

7,

791

74

0

3,72

6

.199

0

C

85 -

8T

H S

T N

: (1S

T A

VE

N -

to-

9TH

AV

E N

) S

P

11

SA

3O

D

.656

6.10

T

7,

791

74

0

2,77

6

.267

0

C

86 -

8T

H S

T S

: (9T

H A

VE

S -

to-

6TH

AV

E S

) S

P

11

SA

3O

D

.226

4.42

T

7,

791

74

0

3,05

6

.242

0

C

87 -

8T

H S

T S

: (6T

H A

VE

S -

to-

CE

NT

RA

L A

VE

) S

P

11

SA

4O

D

.478

12.5

5

T

7,

791

74

0

3,72

6

.199

0

C

88 -

9T

H A

VE

N: (

34T

H S

T N

-to

- 16

TH

ST

N)

SP

11

S

A

4U

D

1.

504

1.

33

T

11

,169

584

1,

676

.3

48

0

B

89 -

9T

H A

VE

N: (

16T

H S

T N

-to

- D

R M

L K

ING

JR

ST

N)

SP

11

S

A

4U

D

.4

99

2.00

T

11

,169

584

1,

599

.3

65

0

C

93 -

9T

H A

VE

N: (

34T

H S

T N

-to

- 49

TH

ST

N)

SP

11

S

A

4U

D

1.

256

1.

59

T

11

,169

584

1,

676

.3

48

0

B

94 -

9T

H A

VE

N: (

49T

H S

T N

-to

- 66

TH

ST

N)

SP

11

S

A

4U

D

1.

744

1.

72

T

8,

056

42

1

1,67

6

.251

0

B

95 -

9T

H A

VE

N: (

66T

H S

T N

-to

- P

AR

K S

TR

EE

T)

SP

11

S

MC

2D

D

1.15

7

.86

T

4,90

0

256

60

1

.426

0

B

96 -

10T

H A

VE

S |

4TH

ST

S |

14T

H A

VE

S |

10T

H S

T S

: (M

CM

ULL

EN

BO

OT

H R

D -

to-

MA

IN S

T)

SR

05

N

MC

2U

D

.907

.00

T

6,70

0

350

1,

440

.2

43

0

B

116

- 16

TH

ST

N: (

CE

NT

RA

L A

VE

-to

- 5T

H A

VE

N)

SP

11

S

A

4D

D

.4

39

6.83

T

14

,221

743

1,

530

.4

86

0

D

117

- 16

TH

ST

N: (

5TH

AV

E N

-to

- 22

ND

AV

E N

) S

P

11

SA

4D

D

1.00

3

4.99

T

10

,316

539

1,

530

.3

52

0

C

118

- 16

TH

ST

N: (

22N

D A

VE

N -

to-

62N

D A

VE

N)

SP

11

S

A

4D

D

2.

511

2.

39

T

9,

307

48

6

1,68

3

.289

0

C

122

- 16

TH

ST

S: (

CE

NT

RA

L A

VE

-to

- 18

TH

AV

E S

) S

P

11

SA

4D

D

1.31

4

6.09

T

8,

958

46

8

1,53

0

.306

0

C

123

- 16

TH

ST

S: (

18T

H A

VE

S -

to-

22N

D A

VE

S)

SP

11

S

A

2U

D

.2

47

4.05

T

8,

958

46

8

774

.6

05

0

C

134

- 20

TH

ST

N: (

1ST

AV

E N

-to

- 5T

H A

VE

N)

SP

11

S

MC

4U

D

.379

2.64

T

7,

760

40

5

1,15

5

.351

0

C

138

- 22

ND

AV

E N

: (I-

275

-to-

34T

H S

T N

) S

P

11

SA

4D

D

1.16

2

2.58

T

32

,030

1,67

4

1,68

3

.995

2

E

139

- 22

ND

AV

E N

: (34

TH

ST

N -

to-

58T

H S

T N

) S

P

11

SA

4U

D

2.01

0

1.49

T

21

,188

1,10

7

1,67

6

.661

0

B

140

- 22

ND

AV

E N

: (72

ND

ST

N -

to-

66T

H S

T N

) S

P

11

SA

4D

D

.685

2.92

T

13

,914

727

1,

683

.4

32

0

C

141

- 22

ND

AV

E N

: (58

TH

ST

N -

to-

66T

H S

T N

) S

P

11

SA

4D

D

1.01

6

1.97

T

21

,188

1,10

7

1,76

4

.628

0

B

142

- 22

ND

AV

E N

: (72

ND

ST

N -

to-

PA

RK

ST

) S

P

11

SA

2D

D

.897

1.11

T

6,

800

35

5

832

.4

27

0

B

143

- 22

ND

AV

E N

: (I-

275

-to-

1S

T S

T N

) S

P

11

SA

4U

D

1.59

8

2.50

T

21

,875

1,14

3

1,59

9

.715

0

D

144

- 22

ND

AV

E N

E: (

1ST

ST

N -

to-

CO

FF

EE

PO

T B

LVD

) S

P

11

NM

C

2D

D

.470

.00

T

10,4

23

545

1,

512

.3

60

0

C

145

- 22

ND

AV

E S

: (4T

H S

T S

-to

- 31

ST

ST

S)

SP

11

S

A

4U

D

2.

246

1.

78

T

10

,031

524

1,

676

.3

13

0

B

146

- 22

ND

AV

E S

: (31

ST

ST

S -

to-

34T

H S

T S

) S

P

11

SA

6D

D

.253

7.91

T

17

,279

903

2,

313

.3

90

0

C

147

- 22

ND

AV

E S

: (34

TH

ST

S -

to-

58T

H S

T S

) C

R

11

SA

4U

D

2.00

5

2.00

T

18

,555

969

1,

599

.6

06

0

C

160

- 28

TH

ST

N: (

RO

OS

EV

ELT

BLV

D -

to-

118T

H A

VE

N)

CR

10

S

A

6D

D

.5

31

1.88

T

13

,535

707

2,

646

.2

67

0

B

161

- 28

TH

ST

N: (

118T

H A

VE

N -

to-

FR

ON

TA

GE

RD

) C

R

10

NA

4D

D

2.04

5

.00

T

8,84

9

462

3,

760

.1

23

0

B

162

- 28

TH

ST

N: (

38T

H A

VE

N -

to-

HA

INE

S R

D)

CR

14

S

A

2U

D

1.

193

1.

68

T

6,

795

35

5

792

.4

48

0

B

163

- 28

TH

ST

N: (

HA

INE

S R

D -

to-

62N

D A

VE

N)

CR

14

N

A

2U

D

.3

12

.00

T

6,79

5

355

1,

440

.2

47

0

B

164

- 28

TH

ST

N: (

38T

H A

VE

N -

to-

22N

D A

VE

N)

SP

11

S

A

2U

D

1.

005

1.

99

T

7,

907

41

3

774

.5

34

0

C

165

- 28

TH

ST

N: (

22N

D A

VE

N -

to-

9TH

AV

E N

) S

P

11

SA

2U

D

.754

2.65

T

6,

674

34

9

774

.4

51

0

C

166

- 28

TH

ST

N: (

9TH

AV

E N

-to

- C

EN

TR

AL

AV

E)

SP

11

S

A

4U

D

.6

88

4.36

T

5,

440

28

4

1,59

9

.178

0

C

182

- 31

ST

ST

S: (

22N

D A

VE

S -

to-

26T

H A

VE

S)

SP

11

S

A

4D

D

.2

51

3.98

T

10

,631

555

1,

683

.3

30

0

C

183

- 31

ST

ST

S: (

26T

H A

VE

S -

to-

54T

H A

VE

S)

SP

11

S

A

2D

D

1.

753

.5

7

T

10

,631

555

83

2

.667

0

C

184

- 31

ST

ST

S: (

54T

H A

VE

S -

to-

PIN

ELL

AS

PO

INT

DR

) S

P

11

SA

4D

D

.708

1.41

T

10

,631

555

1,

764

.3

15

0

B

196

- 38

TH

AV

E N

: (I-

275

-to-

34T

H S

T N

) C

R

11

SA

4D

D

1.04

2

1.92

T

28

,659

1,49

7

1,76

4

.849

0

C

197

- 38

TH

AV

E N

: (I-

275

-to-

4T

H S

T N

) C

R

11

SA

4D

D

1.47

7

2.71

T

23

,226

1,21

4

1,68

3

.721

0

D

198

- 38

TH

AV

E N

: (34

TH

ST

N -

to-

49T

H S

T N

) C

R

11

SA

4D

D

1.25

7

2.39

T

28

,659

1,49

7

1,68

3

.889

0

D

199

- 38

TH

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) C

R

11

SA

4D

D

1.75

0

1.14

T

24

,704

1,29

1

1,76

4

.732

0

B

200

- 38

TH

AV

E N

: (66

TH

ST

N -

to-

TY

RO

NE

BLV

D)

CR

11

S

A

4D

D

1.

266

1.

58

T

20

,750

1,08

4

1,76

4

.615

0

B

203

- 40

TH

AV

E N

| 38

TH

AV

E N

: (4T

H S

T N

-to

- 1S

T S

T N

) S

P

11

SA

4U

D

.303

3.30

T

17

,792

930

1,

599

.5

82

0

C

204

- 40

TH

AV

E N

E: (

1ST

ST

N -

to-

SH

OR

E A

CR

ES

BLV

D)

SP

11

N

A

2D

D

1.

582

.0

0

T

17

,792

930

1,

512

.6

15

0

D

210

- 43

RD

ST

N: (

78T

H A

VE

N -

to-

PA

RK

BLV

D)

PP

10

S

MC

2D

D

.280

3.57

T

4,

960

25

9

587

.4

41

0

C

16


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

211

- 43

RD

ST

N: (

78T

H A

VE

N -

to-

82N

D A

VE

N)

PP

10

N

C

2U

D

.2

40

.00

T

4,96

0

259

1,

440

.1

80

0

B

212

- 43

RD

ST

N: (

PA

RK

BLV

D -

to-

70T

H A

VE

N)

PP

10

S

MC

2D

D

.280

3.57

T

3,

617

18

9

587

.3

22

0

C

216

- 46

TH

AV

E N

: (P

AR

K S

T -

to-

66T

H S

T N

) C

R

14

SM

C

2U

D

1.55

4

1.29

T

6,

260

32

7

572

.5

72

0

B

217

- 46

TH

AV

E N

: (66

TH

ST

N -

to-

49T

H S

T N

) C

R

14

SM

C

2U

D

1.74

8

1.72

T

4,

545

23

7

572

.4

14

0

B

220

- 49

TH

ST

N: (

CE

NT

RA

L A

VE

-to

- 22

ND

AV

E N

) C

R

11

SA

4U

D

1.43

9

2.78

T

17

,929

937

1,

599

.5

86

0

C

221

- 49

TH

ST

N: (

SR

688

| U

LME

RT

ON

RD

-to

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

) C

R

10

SA

6D

D

1.02

5

1.95

T

35

,766

1,86

9

2,64

6

.706

0

B

222

- 49

TH

ST

N: (

SR

688

| U

LME

RT

ON

RD

-to

- 14

4TH

AV

E N

) C

R

08

SA

6D

D

.616

3.25

T

42

,515

2,22

1

2,54

7

.872

0

D

223

- 49

TH

ST

N: (

BR

YA

N D

AIR

Y R

D |

118T

H A

VE

N -

to-

94T

H A

VE

N)

CR

10

S

A

6D

D

1.

485

2.

02

T

29

,016

1,51

6

2,54

7

.595

0

C

224

- 49

TH

ST

N: (

144T

H A

VE

N -

to-

SR

686

| R

OO

SE

VE

LT B

LVD

) C

R

08

NA

6D

D

.492

.00

T

42,5

15

2,22

1

5,65

0

.393

0

B

225

- 49

TH

ST

N: (

94T

H A

VE

N -

to-

PA

RK

BLV

D)

CR

10

S

A

6D

D

1.

254

3.

19

T

29

,729

1,55

3

2,54

7

.610

0

C

226

- 49

TH

ST

N: (

PA

RK

BLV

D -

to-

54T

H A

VE

N)

CR

10

S

A

6D

D

1.

253

2.

39

T

36

,179

1,89

0

2,54

7

.742

0

D

227

- 49

TH

ST

N: (

54T

H A

VE

N -

to-

38T

H A

VE

N)

CR

14

S

A

6D

D

1.

008

1.

98

T

28

,410

1,48

4

2,64

6

.561

0

B

228

- 49

TH

ST

N: (

38T

H A

VE

N -

to-

22N

D A

VE

N)

CR

11

S

A

4U

D

1.

249

1.

60

T

20

,641

1,07

8

1,67

6

.643

0

B

229

- 49

TH

ST

S: (

CE

NT

RA

L A

VE

-to

- G

ULF

PO

RT

BLV

D)

GP

11

S

A

4U

D

1.

559

3.

21

T

15

,568

813

1,

599

.5

08

0

C

231

- 52

ND

ST

N: (

PA

RK

BLV

D |

74T

H A

VE

N -

to-

70T

H A

VE

N)

PP

10

N

C

2U

D

.5

07

.00

T

2,62

7

136

1,

440

.0

94

0

B

232

- 52

ND

ST

N: (

PA

RK

BLV

D |

74T

H A

VE

N -

to-

82N

D A

VE

N)

PP

10

S

C

2U

D

.5

00

4.00

T

4,

336

23

1

559

.4

13

0

C

233

- 52

ND

ST

N: (

82N

D A

VE

N -

to-

94T

H A

VE

N)

PP

10

N

C

2U

D

.7

53

.00

T

2,55

1

132

1,

440

.0

92

0

B

236

- 54

TH

AV

E N

: (U

S 1

9 -t

o- H

AIN

ES

RD

) C

R

14

SA

4U

D

.659

3.03

T

20

,766

1,08

5

1,59

9

.679

0

C

237

- 54

TH

AV

E N

: (H

AIN

ES

RD

-to

- I-

275

RA

MP

E)

CR

14

S

A

6D

D

.3

44

5.81

T

20

,766

1,08

5

2,31

3

.469

0

D

239

- 54

TH

AV

E N

: (I-

275

RA

MP

E -

to-

4TH

ST

N)

CR

11

S

A

4D

D

1.

518

1.

98

T

20

,766

1,08

5

1,76

4

.615

0

B

241

- 54

TH

AV

E N

: (A

LT U

S 1

9 | S

EM

INO

LE B

LVD

-to

- D

UH

ME

RD

) C

R

09

SM

C

2D

D

.508

1.97

T

8,

000

41

8

601

.6

96

0

C

242

- 54

TH

AV

E N

: (U

S 1

9 -t

o- 4

9TH

ST

N)

CR

14

S

A

4U

D

1.

250

1.

60

T

15

,900

831

1,

676

.4

96

0

B

243

- 54

TH

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) C

R

14

SA

4D

D

1.74

7

2.29

T

15

,281

798

1,

683

.4

74

0

C

244

- 54

TH

AV

E N

: (66

TH

ST

N -

to-

PA

RK

ST

) C

R

14

SA

4D

D

1.55

8

1.93

T

14

,811

774

1,

764

.4

39

0

B

245

- 54

TH

AV

E S

: (D

R M

AR

TIN

LU

TH

ER

KIN

G S

T S

-to

- 31

ST

ST

S)

SP

11

S

A

4D

D

1.

761

1.

70

T

15

,372

803

1,

764

.4

55

0

B

246

- 54

TH

AV

E S

: (34

TH

ST

S -

to-

31S

T S

T S

) S

P

11

SA

4D

D

.252

7.94

T

25

,290

1,32

1

1,53

0

.863

0

D

260

- 58

TH

ST

N: (

70T

H A

VE

N -

to-

54T

H A

VE

N)

PP

10

S

MC

2U

D

1.00

1

2.00

T

4,

983

26

0

559

.4

65

0

C

261

- 58

TH

ST

N: (

CE

NT

RA

L A

VE

-to

- 5T

H A

VE

N)

SP

11

S

A

4D

D

.4

34

4.61

T

19

,074

997

1,

530

.6

52

0

D

262

- 58

TH

ST

N: (

54T

H A

VE

N -

to-

38T

H A

VE

N)

CR

14

S

MC

2U

D

1.04

4

2.87

T

4,

983

26

0

559

.4

65

0

C

263

- 58

TH

ST

N: (

5TH

AV

E N

-to

- 22

ND

AV

E N

) S

P

11

SA

4D

D

1.00

3

2.99

T

19

,074

997

1,

683

.5

92

0

C

264

- 58

TH

ST

N: (

38T

H A

VE

N -

to-

22N

D A

VE

N)

SP

11

S

A

4D

D

1.

006

1.

99

T

10

,652

557

1,

764

.3

16

0

B

265

- 58

TH

ST

S: (

CE

NT

RA

L A

VE

-to

- 11

TH

AV

E S

) G

P

11

SA

4U

D

.809

2.47

T

10

,553

551

1,

599

.3

45

0

C

267

- 58

TH

ST

S: (

11T

H A

VE

S -

to-

GU

LFP

OR

T B

LVD

) G

P

11

SA

2U

D

.751

2.66

T

8,

671

45

3

774

.5

85

0

C

271

- 60

TH

ST

N: (

78T

H A

VE

N -

to-

110T

H A

VE

N)

PP

10

N

C

2U

D

2.

009

.0

0

T

2,

973

15

5

1,44

0

.108

0

B

274

- 62

ND

AV

E N

: (U

S 1

9 -t

o- 4

9TH

ST

N)

CR

10

S

A

2U

D

1.

242

.8

1

T

12

,944

676

79

2

.854

0

C

275

- 62

ND

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) C

R

10

SA

2U

D

1.74

8

1.72

T

8,

513

44

5

792

.5

62

0

B

276

- 62

ND

AV

E N

: (66

TH

ST

N -

to-

71S

T S

T N

) C

R

14

SM

C

2U

D

.503

1.99

T

4,

432

23

2

572

.4

06

0

B

277

- 62

ND

AV

E N

: (U

S 1

9 -t

o- 1

6TH

ST

N)

CR

14

S

A

4U

D

1.

502

2.

66

T

21

,748

1,13

6

1,59

9

.710

0

C

279

- 62

ND

AV

E N

: (16

TH

ST

N -

to-

1ST

ST

N)

CR

11

S

A

4D

D

1.

257

2.

39

T

19

,129

999

1,

683

.5

94

0

C

280

- 62

ND

AV

E N

: (1S

T S

T N

-to

- B

AY

OU

GR

AN

DE

BLV

D)

SP

11

N

A

4D

D

1.

549

.0

0

T

14

,181

741

3,

760

.1

97

0

B

281

- 62

ND

AV

E S

: (P

INE

LLA

S P

T D

R -

to-

DR

MA

RT

IN L

UT

HE

R K

ING

ST

S)

SP

11

S

MC

2U

D

1.46

6

2.05

T

7,

153

37

4

559

.6

69

0

D

288

- 62

ND

ST

N: (

102N

D A

VE

N -

to-

110T

H A

VE

N)

PP

10

N

C

2U

D

.4

99

.00

T

2,08

3

109

1,

440

.0

76

0

B

296

- 66

TH

ST

N: (

BR

YA

N D

AIR

Y R

D -

to-

PA

RK

BLV

D)

SR

10

S

A

6D

D

1.

798

2.

78

T

36

,708

1,91

8

2,83

0

.678

0

C

298

- 66

TH

ST

N: (

PA

RK

BLV

D -

to-

54T

H A

VE

N)

SR

10

S

A

6D

D

1.

254

2.

39

T

39

,500

2,06

4

2,83

0

.729

0

C

17


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

299

- 66

TH

ST

N: (

PA

SA

DE

NA

AV

E -

to-

TY

RO

NE

BLV

D)

SR

11

S

A

6D

D

1.

279

4.

69

T

39

,950

2,08

7

2,57

0

.812

0

D

300

- 66

TH

ST

N: (

54T

H A

VE

N -

to-

38T

H A

VE

N)

SR

14

S

A

6D

D

1.

006

1.

99

T

39

,125

2,04

4

2,94

0

.695

0

B

301

- 66

TH

ST

N: (

BR

YA

N D

AIR

Y R

D -

to-

ULM

ER

TO

N R

D)

SR

10

S

A

6D

D

1.

498

2.

00

T

37

,000

1,93

3

2,83

0

.683

0

C

302

- 66

TH

ST

N: (

TY

RO

NE

BLV

D -

to-

38T

H A

VE

N)

SR

11

S

A

6D

D

.9

58

3.13

T

39

,000

2,03

8

2,83

0

.720

0

C

303

- 66

TH

ST

N: (

ULM

ER

TO

N R

D -

to-

US

19)

S

R

07

SA

4D

D

.955

2.09

T

27

,500

1,43

7

1,87

0

.768

0

D

306

- 70

TH

AV

E N

: (U

S 1

9 -t

o- 4

9TH

ST

N)

PP

10

S

A

4U

D

1.

139

1.

76

T

9,

575

50

0

1,67

6

.298

0

B

307

- 70

TH

AV

E N

: (49

TH

ST

N -

to-

58T

H S

T N

) P

P

10

SA

4U

D

.763

1.31

T

10

,265

536

1,

676

.3

20

0

B

308

- 70

TH

AV

E N

: (58

TH

ST

N -

to-

66T

H S

T N

) P

P

10

SA

2D

D

.983

1.02

T

6,

774

35

4

832

.4

25

0

B

311

- 71

ST

ST

N: (

PA

RK

BLV

D -

to-

70T

H A

VE

N)

CR

10

N

A

6D

D

.2

49

.00

T

18,5

02

967

5,

650

.1

71

0

B

312

- 71

ST

ST

N: (

70T

H A

VE

N -

to-

54T

H A

VE

N)

CR

14

S

A

4D

D

1.

004

1.

99

T

15

,984

835

1,

683

.4

96

0

C

314

- 71

ST

ST

N: (

54T

H A

VE

N -

to-

38T

H A

VE

N)

CR

14

S

A

2U

D

1.

004

1.

99

T

8,

447

44

1

774

.5

70

0

C

322

- 78

TH

AV

E N

: (U

S 1

9 -t

o- 4

9TH

ST

N)

PP

10

S

C

2D

D

.8

37

1.19

T

6,

565

34

3

601

.5

71

0

B

323

- 78

TH

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) P

P

10

SM

C

2D

D

1.75

0

1.71

T

6,

877

35

9

601

.5

97

0

C

324

- 78

TH

AV

E N

: (66

TH

ST

N -

to-

BE

LCH

ER

RD

) P

P

10

SM

C

2U

D

.506

1.98

T

3,

563

18

6

572

.3

25

0

B

325

- 82

ND

AV

E N

: (U

S 1

9 -t

o- 4

9TH

ST

N)

PP

10

S

MC

2U

D

.680

1.47

T

5,

059

26

4

572

.4

62

0

B

326

- 82

ND

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) P

P

10

SM

C

2D

D

1.75

0

.57

T

4,45

3

233

60

1

.388

0

B

327

- 82

ND

AV

E N

: (66

TH

ST

N -

to-

BE

LCH

ER

RD

) P

P

10

NC

2U

D

.507

.00

T

2,01

9

105

1,

440

.0

73

0

B

338

- 86

TH

AV

E N

: (S

EM

INO

LE B

LVD

-to

- D

UH

ME

RD

| 11

3TH

ST

N)

CR

09

S

MC

2U

D

.501

2.00

T

4,

560

23

8

559

.4

26

0

C

340

- 86

TH

AV

E N

: (D

UH

ME

RD

| 11

3TH

ST

N -

to-

OA

KH

UR

ST

RD

) C

R

09

SM

C

2U

D

2.00

7

1.49

T

6,

867

35

9

572

.6

28

0

C

347

- 94

TH

AV

E N

: (49

TH

ST

N -

to-

66T

H S

T N

) P

P

10

SM

C

2D

D

1.75

5

.57

T

5,32

6

278

60

1

.463

0

B

361

- 10

2ND

AV

E N

: (66

TH

ST

N -

to-

US

19)

P

P

10

NM

C

2D

D

1.73

5

.00

T

5,44

9

285

1,

512

.1

88

0

B

362

- 10

2ND

AV

E N

: (A

LT U

S 1

9 -t

o- 1

13T

H S

T N

) C

R

09

SA

4D

D

.507

1.97

T

25

,104

1,31

2

1,76

4

.744

0

B

363

- 10

2ND

AV

E N

: (11

3TH

ST

N -

to-

RID

GE

RD

) C

R

09

NA

4D

D

.180

.00

T

19,8

66

1,03

8

3,76

0

.276

0

B

364

- 10

2ND

AV

E N

: (R

IDG

E R

D -

to-

VO

NN

RD

) C

R

09

SA

2U

D

1.33

2

1.50

T

15

,599

815

79

2

1.02

9 2

F

365

- 10

2ND

AV

E N

: (V

ON

N R

D -

to-

137T

H S

T N

) C

R

09

NA

2U

D

.757

.00

T

14,6

28

764

1,

440

.5

31

0

C

366

- 10

2ND

AV

E N

: (13

7TH

ST

N -

to-

OA

KH

UR

ST

RD

) C

R

09

SA

4D

D

.254

3.94

T

14

,628

764

1,

683

.4

54

0

C

367

- 10

2ND

AV

E N

: (O

AK

HU

RS

T R

D -

to-

HA

MLI

N B

LVD

) C

R

09

NA

4D

D

.505

.00

T

14,6

28

764

3,

760

.2

03

0

B

373

- 11

0TH

AV

E N

: (43

RD

ST

N -

to-

49T

H S

T N

) P

P

10

SM

C

2U

D

.526

1.90

T

5,

678

29

7

572

.5

19

0

B

374

- 11

0TH

AV

E N

: (49

TH

ST

N -

to-

US

19)

P

P

10

SM

C

2U

D

.877

1.14

T

5,

318

27

8

572

.4

86

0

B

375

- 11

0TH

AV

E N

: (U

S 1

9 -t

o- 6

2ND

ST

N)

PP

10

N

C

2U

D

.7

97

.00

T

3,27

8

171

1,

440

.1

19

0

B

376

- 11

3TH

ST

N: (

ULM

ER

TO

N R

D -

to-

102N

D A

VE

N)

CR

09

S

A

4D

D

2.

011

.9

9

T

20

,640

1,07

8

1,76

4

.611

0

B

379

- 11

8TH

AV

E N

: (B

ELC

HE

R R

D -

to-

66T

H S

T N

) C

R

10

SC

2U

D

1.10

2

1.81

T

4,

228

22

1

572

.3

86

0

B

382

- 11

8TH

AV

E N

: (62

ND

ST

N -

to-

66T

H S

T N

) C

R

10

SC

2U

D

.518

1.93

T

4,

982

26

0

572

.4

55

0

B

388

- 12

5TH

ST

N: (

PA

RK

BLV

D -

to-

102N

D A

VE

N)

CR

09

S

C

2U

D

1.

506

1.

33

T

4,

243

22

2

572

.3

88

0

B

410

- 14

2ND

AV

E N

: (66

TH

ST

N -

to-

BE

LCH

ER

RD

) C

R

07

SM

C

2U

D

1.02

0

.98

T

8,92

3

466

57

2

.815

0

C

421

- A

LDE

RM

AN

RD

: (A

LT U

S 1

9 -t

o- U

S 1

9)

CR

03

S

A

4D

D

2.

013

1.

49

T

15

,633

817

1,

764

.4

63

0

B

422

- A

LDE

RM

AN

RD

: (U

S 1

9 -t

o- H

IGH

LAN

DS

BLV

D)

CR

03

N

MC

2U

D

1.48

1

.00

T

10,6

96

559

1,

440

.3

88

0

C

425

- A

LT U

S 1

9 | B

AY

PIN

ES

BLV

D: (

W E

ND

OF

BR

IDG

E -

to-

PA

RK

ST

) S

R

09

SA

4D

D

.927

1.08

T

47

,000

2,45

6

1,96

0

1.25

3 2

F

426

- A

LT U

S 1

9 | B

AY

PIN

ES

BLV

D: (

W E

ND

OF

BR

IDG

-to

- 10

0TH

WY

) S

R

09

SA

6D

D

.641

3.12

T

39

,000

2,03

8

2,83

0

.720

0

C

427

- A

LT U

S 1

9 | B

AY

PIN

ES

BLV

D: (

100T

H W

Y -

to-

SE

MIN

OLE

BLV

D)

SR

09

N

A

6D

D

.6

36

.00

T

39,0

00

2,03

8

5,65

0

.361

0

B

428

- A

LT U

S 1

9 | B

AY

SH

OR

E B

LVD

: (S

KIN

NE

R B

LVD

-to

- C

UR

LEW

RD

) S

R

04

SA

2D

D

2.45

3

1.22

T

20

,506

1,07

1

924

1.

159

2

F

429

- A

LT U

S 1

9 | B

AY

SH

OR

E B

LVD

: (C

UR

LEW

RD

-to

- T

AM

PA

RD

) S

R

03

SA

2D

D

1.47

9

.68

T

16,8

00

878

92

4

.950

1

D

430

- A

LT U

S 1

9 | B

RO

AD

WA

Y: (

MA

IN S

T -

to-

SK

INN

ER

BLV

D)

SR

04

S

A

2U

D

.2

55

3.92

T

16

,568

866

86

0

1.00

7 2

F

431

- A

LT U

S 1

9 | C

HE

ST

NU

T S

T: (

MY

RT

LE A

VE

-to

- C

OU

RT

ST

) S

R

06

NA

3O

D

.185

.00

T

16,0

00

1,52

0

6,78

0

.224

0

B

18


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

432

- A

LT U

S 1

9 | C

OU

RT

ST

: (C

HE

ST

NU

T S

T -

to-

FT

HA

RR

ISO

N A

VE

) S

R

06

SA

4O

D

.476

4.20

T

14

,500

1,37

8

4,53

6

.304

0

C

433

- A

LT U

S 1

9 | C

OU

RT

ST

: (C

HE

ST

NU

T S

T -

to-

MIS

SO

UR

I AV

E)

SR

06

S

A

4D

D

.3

18

3.14

T

30

,500

1,59

4

1,87

0

.852

0

D

434

- A

LT U

S 1

9 | E

DG

EW

AT

ER

DR

: (M

YR

TLE

AV

E -

to-

BR

OA

DW

AY

AV

E)

SR

06

S

A

2U

D

2.

091

.9

6

T

14

,893

778

88

0

.884

0

C

435

- A

LT U

S 1

9 | M

ISS

OU

RI A

VE

: (C

OU

RT

ST

-to

- B

ELL

EA

IR R

D)

SR

06

S

A

6D

D

1.

512

2.

65

T

27

,667

1,44

6

2,83

0

.511

0

C

436

- A

LT U

S 1

9 | M

ISS

OU

RI A

VE

: (B

ELL

EA

IR R

D -

to-

E B

AY

DR

) S

R

07

SA

6D

D

1.53

1

3.27

T

30

,995

1,61

9

2,83

0

.572

0

C

437

- A

LT U

S 1

9 | M

YR

TLE

AV

E: (

CH

ES

TN

UT

ST

-to

- D

RE

W S

T)

SR

06

S

A

4U

D

.5

00

6.00

T

16

,100

841

1,

577

.5

33

0

D

438

- A

LT U

S 1

9 | M

YR

TLE

AV

E: (

DR

EW

ST

-to

- F

AIR

MO

NT

ST

) S

R

06

SA

4U

D

.988

4.05

T

11

,856

619

1,

776

.3

49

0

C

439

- A

LT U

S 1

9 | M

YR

TLE

AV

E: (

FA

IRM

ON

T S

T -

to-

ED

GE

WA

TE

R D

R)

SR

06

N

A

2U

D

.0

91

.00

T

11,5

00

601

1,

440

.4

17

0

C

440

- A

LT U

S 1

9 | P

ALM

HA

RB

OR

BLV

D: (

TA

MP

A R

D -

to-

ALD

ER

MA

N R

D)

SR

03

S

A

2D

D

1.

916

.5

2

T

21

,000

1,09

7

924

1.

187

2

F

441

- A

LT U

S 1

9 | P

ALM

HA

RB

OR

BLV

D: (

ALD

ER

MA

N R

D -

to-

KLO

ST

ER

MA

N R

D)

SR

03

S

A

2D

D

2.

246

.4

5

T

16

,800

878

92

4

.950

1

D

442

- A

LT U

S 1

9 | P

INE

LLA

S A

VE

: (K

LOS

TE

RM

AN

RD

-to

- M

ER

ES

BLV

D)

SR

01

S

A

2U

D

1.

056

.9

5

T

16

,500

862

88

0

.980

1

D

443

- A

LT U

S 1

9 | P

INE

LLA

S A

VE

: (M

ER

ES

BLV

D -

to-

TA

RP

ON

AV

E)

SR

01

S

A

2D

D

.5

95

5.04

T

16

,500

862

83

0

1.03

9 2

F

444

- A

LT U

S 1

9 | P

INE

LLA

S A

VE

: (T

AR

PO

N A

VE

-to

- A

NC

LOT

E B

LVD

) S

R

01

SA

2U

D

2.00

4

1.50

T

15

,432

806

88

0

.916

1

C

445

- A

LT U

S 1

9 | S

EM

INO

LE B

LVD

: (B

AY

PIN

ES

BLV

D -

to-

PA

RK

BLV

D)

SR

09

S

A

6D

D

1.

529

2.

62

T

35

,500

1,85

5

2,83

0

.655

0

C

446

- A

LT U

S 1

9 | S

EM

INO

LE B

LVD

: (P

AR

K B

LVD

-to

- 10

2ND

AV

E N

) S

R

09

SA

6D

D

1.76

6

1.70

T

34

,428

1,79

9

2,94

0

.612

0

B

447

- A

LT U

S 1

9 | S

EM

INO

LE B

LVD

: (10

2ND

AV

E N

-to

- U

LME

RT

ON

RD

) S

R

09

SA

6D

D

2.02

6

2.47

T

33

,770

1,76

4

2,83

0

.623

0

C

448

- A

LT U

S 1

9 | S

EM

INO

LE B

LVD

: (U

LME

RT

ON

RD

-to

- E

BA

Y D

R)

SR

07

S

A

6D

D

1.

521

1.

31

T

33

,000

1,72

4

2,94

0

.586

0

B

449

- A

LT U

S 1

9 | T

YR

ON

E B

LVD

: (5T

H A

VE

N -

to-

9TH

AV

E N

) S

R

11

SA

4D

D

.252

3.97

T

19

,300

1,00

8

1,87

0

.539

0

C

450

- A

LT U

S 1

9 | T

YR

ON

E B

LVD

: (9T

H A

VE

N -

to-

66T

H S

T N

) S

R

11

SA

4D

D

1.18

8

1.68

T

30

,640

1,60

1

1,96

0

.817

0

C

451

- A

LT U

S 1

9 | T

YR

ON

E B

LVD

: (66

TH

ST

N -

to-

38T

H A

VE

N)

SR

11

S

A

4D

D

1.

651

1.

21

T

33

,000

1,72

4

1,96

0

.880

0

C

452

- A

LT U

S 1

9 | T

YR

ON

E B

LVD

: (38

TH

AV

E N

-to

- P

AR

K S

T)

SR

11

S

A

6D

D

.2

99

3.34

T

41

,000

2,14

2

2,83

0

.757

0

D

453

- A

NC

LOT

E B

LVD

: (A

NC

LOT

E R

D -

to-

ALT

US

19)

C

R

01

SM

C

2U

D

2.06

3

.48

T

8,01

6

419

57

2

.733

0

C

454

- A

NC

LOT

E R

D: (

ALT

US

19

-to-

AN

CLO

TE

BLV

D)

CR

01

N

C

2U

D

2.

416

.0

0

T

2,

766

14

5

1,44

0

.101

0

B

470

- B

AY

SH

OR

E B

LVD

: (S

R 6

0 -t

o- M

AIN

ST

) C

L 06

N

MC

2U

D

2.46

3

.00

T

9,30

7

486

1,

440

.3

38

0

C

476

- B

AY

SID

E B

RID

GE

: (S

R 6

86 |

RO

OS

EV

ELT

BLV

D -

to-

GU

LF-T

O-B

AY

BLV

D)

CR

08

N

A

6D

D

3.

598

.0

0

T

64

,680

3,45

1

5,65

0

.611

0

C

487

- B

EC

KE

TT

WA

Y: (

US

19

-to-

OLD

DIX

IE H

WY

) C

R

01

SC

2U

D

.501

2.00

T

4,

545

23

7

559

.4

24

0

C

489

- B

ELC

HE

R R

D: (

BR

YA

N D

AIR

Y R

D -

to-

ULM

ER

TO

N R

D)

CR

10

S

A

6D

D

1.

519

1.

97

T

21

,056

1,10

0

2,64

6

.416

0

B

490

- B

ELC

HE

R R

D: (

BR

YA

N D

AIR

Y R

D -

to-

PA

RK

BLV

D)

CR

10

S

A

6D

D

2.

488

.8

0

T

21

,056

1,10

0

2,64

6

.416

0

B

491

- B

ELC

HE

R R

D: (

ULM

ER

TO

N R

D -

to-

EA

ST

BA

Y D

R)

CR

07

S

A

6D

D

1.

527

1.

31

T

27

,694

1,44

7

2,64

6

.547

0

B

492

- B

ELC

HE

R R

D: (

EA

ST

BA

Y D

R -

to-

BE

LLE

AIR

RD

) C

R

07

SA

4D

D

1.52

3

1.31

T

29

,612

1,54

7

1,76

4

.877

0

C

493

- B

ELC

HE

R R

D: (

BE

LLE

AIR

RD

-to

- G

ULF

-TO

-BA

Y B

LVD

) C

R

06

SA

4D

D

1.51

6

3.96

T

29

,612

1,54

7

1,68

3

.919

1

D

494

- B

ELC

HE

R R

D: (

GU

LF-T

O-B

AY

BLV

D -

to-

NE

CO

AC

HM

AN

RD

) C

R

06

SA

4U

D

.805

3.73

T

26

,960

1,40

9

1,59

9

.881

0

D

495

- B

ELC

HE

R R

D: (

NE

CO

AC

HM

AN

RD

-to

- S

UN

SE

T P

OIN

T R

D)

CR

06

S

A

4D

D

1.

237

.8

1

T

28

,874

1,50

9

1,76

4

.855

0

C

496

- B

ELC

HE

R R

D: (

SU

NS

ET

PO

INT

RD

-to

- C

OU

NT

RY

SID

E B

LVD

) C

R

06

SA

6D

D

1.35

3

2.22

T

30

,789

1,60

9

2,54

7

.632

0

C

497

- B

ELC

HE

R R

D: (

CO

UN

TR

YS

IDE

BLV

D -

to-

CU

RLE

W R

D)

CR

06

S

A

4D

D

2.

948

1.

36

T

21

,372

1,11

7

1,76

4

.633

0

B

498

- B

ELC

HE

R R

D: (

CU

RLE

W R

D -

to-

TA

MP

A R

D)

CR

03

S

A

4D

D

1.

293

.7

7

T

20

,199

1,05

5

1,76

4

.598

0

B

499

- B

ELC

HE

R R

D: (

TA

MP

A R

D -

to-

ALD

ER

MA

N R

D)

CR

03

S

A

4D

D

1.

799

1.

11

T

22

,125

1,15

6

1,76

4

.655

0

B

500

- B

ELC

HE

R R

D: (

ALD

ER

MA

N R

D -

to-

KLO

ST

ER

MA

N R

D)

CR

03

S

A

4D

D

1.

912

.5

2

T

16

,564

865

1,

764

.4

90

0

B

501

- B

ELL

EA

IR B

EA

CH

CS

WY

: (IN

DIA

N R

OC

KS

RD

-to

- G

ULF

BLV

D)

CR

07

S

A

2D

D

1.

679

.6

0

T

16

,118

842

83

2

1.01

2 2

F

502

- B

ELL

EA

IR R

D: (

MIS

SO

UR

I AV

E -

to-

MLK

JR

AV

E)

CR

07

S

MC

2U

D

.252

3.97

T

9,

919

51

8

559

.9

27

1

D

503

- B

ELL

EA

IR R

D: (

MIS

SO

UR

I AV

E -

to-

KE

EN

E R

D)

CR

07

S

MC

2U

D

1.52

3

1.97

T

9,

919

51

8

572

.9

06

1

C

504

- B

ELL

EA

IR R

D: (

MLK

JR

AV

E -

to-

CLW

TR

-LA

RG

O R

D)

CR

06

N

MC

2U

D

.374

.00

T

9,91

9

518

1,

440

.3

60

0

C

505

- B

ELL

EA

IR R

D: (

KE

EN

E R

D -

to-

US

19)

C

R

06

SM

C

2U

D

1.96

9

1.02

T

11

,403

596

57

2

1.04

2 2

F

506

- B

ELL

EV

IEW

BLV

D: (

CLW

TR

-LA

RG

O R

D -

to-

IND

IAN

RO

CK

S R

D)

BL

07

NM

C

2U

D

.249

.00

T

7,84

7

410

1,

440

.2

85

0

C

19


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

507

- B

ELT

RE

ES

ST

: (E

DG

EW

AT

ER

DR

-to

- P

AT

RIC

IA A

VE

) D

N

04

SC

2U

D

1.02

7

2.92

T

2,

779

14

5

559

.2

59

0

C

508

- B

ELT

RE

ES

ST

| S

CO

TS

DA

LE S

T: (

KE

EN

E R

D -

to-

PA

TR

ICIA

AV

E)

DN

04

S

C

2U

D

.9

15

1.09

T

1,

855

97

572

.1

70

0

B

512

- B

LIN

D P

AS

S R

D: (

75T

H A

VE

| C

OR

EY

AV

E -

to-

W G

ULF

BL)

S

R

12

SA

4D

D

1.41

4

1.41

T

16

,307

852

1,

960

.4

35

0

B

518

- B

RY

AN

DA

IRY

RD

: (B

ELC

HE

R R

D -

to-

ST

AR

KE

Y R

D)

CR

09

S

A

6D

D

1.

025

3.

90

T

44

,730

2,33

7

2,54

7

.918

1

D

519

- B

RY

AN

DA

IRY

RD

: (S

TA

RK

EY

RD

-to

- 98

TH

ST

N)

CR

09

S

A

6D

D

1.

118

1.

79

T

41

,000

2,14

2

2,64

6

.810

0

B

520

- B

RY

AN

DA

IRY

RD

: (98

TH

ST

N -

to-

ALT

19)

C

R

09

SA

4D

D

.755

1.32

T

41

,000

2,14

2

1,76

4

1.21

4 2

F

521

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

: (28

TH

ST

N -

to-

34T

H S

T N

) C

R

10

SA

4D

D

.501

3.99

T

21

,129

1,10

4

1,68

3

.656

0

C

522

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

: (U

S 1

9 -t

o- B

ELC

HE

R R

D)

CR

10

S

A

6D

D

2.

205

.4

5

T

46

,854

2,44

8

2,64

6

.925

1

C

523

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

: (34

TH

ST

N -

to-

40T

H S

T N

) C

R

10

NA

4D

D

.483

.00

T

41,2

91

2,15

7

3,76

0

.574

0

C

524

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

: (40

TH

ST

N -

to-

49T

H S

T N

) C

R

10

SA

6D

D

.775

1.29

T

41

,291

2,15

7

2,64

6

.815

0

B

527

- C

EN

TR

AL

AV

E: (

34T

H S

T N

-to

- 58

TH

ST

N)

CR

11

S

A

4D

D

2.

008

1.

99

T

12

,934

676

1,

683

.4

02

0

C

528

- C

EN

TR

AL

AV

E: (

58T

H S

T N

-to

- P

AR

K S

T)

CR

11

S

A

4D

D

1.

645

3.

04

T

17

,078

892

1,

683

.5

30

0

C

529

- C

EN

TR

AL

AV

E: (

34T

H S

T N

-to

- 31

ST

ST

N)

SP

11

S

A

4U

D

.2

52

7.94

T

7,

984

41

7

1,45

4

.287

0

C

530

- C

EN

TR

AL

AV

E: (

31S

T S

T N

-to

- 3R

D S

T N

) S

P

11

SA

2U

D

2.34

1

3.84

T

6,

359

33

2

774

.4

29

0

C

534

- C

HE

ST

NU

T S

T: (

CO

UR

T S

T C

ON

NE

CT

ION

-to

- F

T H

AR

RIS

ON

AV

E)

SR

06

S

A

2O

D

.2

25

8.89

T

16

,000

1,52

0

1,99

2

.763

0

D

535

- C

HE

ST

NU

T S

T: (

FT

HA

RR

ISO

N A

VE

-to

- M

YR

TLE

AV

E)

SR

06

S

A

4O

D

.2

52

3.97

T

16

,000

1,52

0

4,53

6

.335

0

C

539

- C

LEA

RW

AT

ER

-LA

RG

O R

D: (

BE

LLE

AIR

RD

-to

- W

BA

Y D

R)

LA

07

SA

4D

D

1.56

4

2.56

T

22

,150

1,15

7

1,68

3

.687

0

C

540

- C

LEA

RW

AT

ER

-LA

RG

O R

D: (

W B

AY

DR

-to

- U

LME

RT

ON

RD

) C

R

07

SA

6D

D

1.54

2

1.30

T

24

,643

1,28

8

2,64

6

.487

0

B

543

- C

LEV

ELA

ND

ST

: (M

YR

TLE

AV

E -

to-

GU

LF-T

O-B

AY

BLV

D)

CL

06

SA

4D

D

.970

3.09

T

9,

351

48

9

1,68

3

.291

0

C

549

- C

OM

ME

RC

E B

LVD

: (T

AM

PA

RD

-to

- D

OU

GLA

S R

D)

OLD

05

N

MC

2U

D

.235

.00

T

5,94

0

310

1,

440

.2

15

0

B

555

- C

OR

EY

CS

WY

| 75

TH

AV

E: (

GU

LF B

LVD

-to

- S

HO

RE

DR

) S

R

12

SA

4U

D

.789

5.07

T

25

,501

1,33

2

1,61

5

.825

0

D

556

- C

OR

ON

AD

O D

R: (

RO

UN

DA

BO

UT

-to

- H

AM

DE

N D

R)

CL

06

SA

2U

D

.696

4.31

T

6,

768

35

4

774

.4

57

0

C

558

- C

OU

NT

RY

SID

E B

LVD

: (B

ELC

HE

R R

D -

to-

US

19)

C

L 06

S

A

4D

D

.5

38

3.72

T

21

,500

1,12

3

1,68

3

.667

0

C

559

- C

OU

NT

RY

SID

E B

LVD

: (U

S 1

9 -t

o- S

R 5

80)

CL

06

SA

6D

D

.833

2.40

T

19

,510

1,01

9

2,54

7

.400

0

C

560

- C

OU

NT

RY

SID

E B

LVD

: (S

R 5

80 -

to-

N S

IDE

DR

) C

L 06

N

A

4D

D

1.

414

.0

0

T

11

,133

582

3,

760

.1

55

0

B

561

- C

OU

NT

RY

SID

E B

LVD

: (N

SID

E D

R -

to-

CU

RLE

W R

D)

CL

06

SA

2U

D

1.01

0

.99

T

11,1

33

582

79

2

.735

0

C

562

- C

OU

NT

RY

SID

E B

LVD

: (C

UR

LEW

RD

-to

- LA

KE

ST

GE

OR

GE

DR

) C

R

03

SC

2U

D

.361

2.77

T

4,

974

26

0

559

.4

65

0

C

564

- C

OU

RT

ST

: (M

ISS

OU

RI A

VE

-to

- H

IGH

LAN

D A

VE

) S

R

06

SA

4D

D

.755

2.65

T

35

,000

1,82

9

1,87

0

.978

2

E

565

- C

OU

RT

ST

: (F

T H

AR

RIS

ON

AV

E -

to-

OA

K A

VE

) S

R

06

SA

3O

D

.105

9.52

T

14

,500

1,37

8

2,98

8

.461

0

D

566

- C

OU

RT

ST

: (O

AK

AV

E -

to-

CH

ES

TN

UT

ST

CO

NN

EC

TIO

N)

SR

06

N

A

2O

D

.0

48

.00

T

14,5

00

1,37

8

4,51

2

.305

0

B

568

- C

OU

RT

NE

Y C

AM

PB

ELL

CS

WY

: (H

ILLS

BO

RO

UG

H C

L -t

o- B

AY

SH

OR

E B

LVD

) S

R

06

SA

4D

D

5.23

5

.38

T

53,0

00

2,76

9

1,96

0

1.41

3 2

F

569

- C

R 1

: (S

R 5

80 -

to-

CU

RLE

W R

D)

CR

04

S

A

4D

D

2.

039

1.

96

T

21

,780

1,13

8

1,76

4

.645

0

B

570

- C

R 1

| O

MA

HA

ST

: (C

UR

LEW

RD

-to

- T

AM

PA

RD

) C

R

03

SA

4D

D

1.44

8

.69

T

11,5

37

603

1,

764

.3

42

0

B

571

- C

R 1

| O

MA

HA

ST

: (T

AM

PA

RD

-to

- N

EB

RA

SK

A A

VE

) C

R

03

SA

2D

D

.752

1.33

T

9,

518

49

7

832

.5

97

0

C

572

- C

R 1

| O

MA

HA

ST

: (N

EB

RA

SK

A A

VE

-to

- A

LDE

RM

AN

RD

) C

R

03

SA

2D

D

1.00

8

1.98

T

7,

499

39

2

832

.4

71

0

B

574

- C

R 2

96 C

ON

NE

CT

OR

: (G

AT

EW

AY

EX

PR

ES

S -

to-

I-27

5)

SR

10

N

A

4G

D

1.

332

.0

0

T

33

,700

1,76

1

3,76

0

.468

0

B

580

- C

R 6

11 B

YP

AS

S: (

SO

UT

H S

PLI

T -

to-

NO

RT

H S

PLI

T)

CR

03

N

A

4D

D

.8

90

.00

T

38,9

34

2,03

4

3,76

0

.541

0

C

589

- C

UR

LEW

RD

: (S

R 5

84 |

TA

MP

A R

D -

to-

MC

MU

LLE

N B

OO

TH

RD

) S

R

05

SA

6D

D

.939

3.19

T

16

,300

852

2,

830

.3

01

0

C

590

- C

UR

LEW

RD

: (M

CM

ULL

EN

BO

OT

H R

D -

to-

US

19)

S

R

03

SA

6D

D

1.81

5

1.65

T

36

,387

1,90

1

2,94

0

.647

0

B

591

- C

UR

LEW

RD

: (U

S 1

9 -t

o- C

R 1

| O

MA

HA

ST

) S

R

04

SA

4D

D

1.28

6

1.56

T

29

,449

1,53

9

1,96

0

.785

0

B

592

- C

UR

LEW

RD

: (C

R 1

| O

MA

HA

ST

-to

- A

LT 1

9)

SR

04

S

A

2D

D

1.

295

.7

7

T

14

,000

732

92

4

.792

0

C

602

- D

IXIE

HW

Y: (

ALT

US

19

-to-

BE

CK

ET

T W

AY

) C

R

01

NC

2U

D

.625

.00

T

4,54

5

237

1,

440

.1

65

0

B

603

- D

IXIE

HW

Y: (

BE

CK

ET

T W

AY

-to

- P

AS

CO

CO

LIN

E)

CR

01

N

C

2U

D

.3

98

.00

T

4,54

5

237

1,

440

.1

65

0

B

607

- D

OU

GLA

S A

VE

: (S

TE

VE

NS

ON

S C

RE

EK

-to

- S

UN

SE

T P

OIN

T R

D)

CR

06

S

MC

4U

D

.487

4.11

T

4,

970

26

0

1,15

5

.225

0

C

20


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

608

- D

OU

GLA

S A

VE

: (S

UN

SE

T P

OIN

T R

D -

to-

UN

ION

ST

) C

R

06

NM

C

4U

D

.505

.00

T

4,97

0

260

3,

572

.0

73

0

B

609

- D

OU

GLA

S A

VE

: (U

NIO

N S

T -

to-

BE

LTR

EE

S S

T)

DN

04

S

MC

2D

D

.505

1.98

T

4,

970

26

0

601

.4

33

0

B

610

- D

OU

GLA

S A

VE

: (B

ELT

RE

ES

ST

-to

- M

AIN

ST

) D

N

04

SM

C

2U

D

.478

2.09

T

5,

507

28

8

559

.5

15

0

C

611

- D

OU

GLA

S A

VE

: (M

AIN

ST

-to

- S

KIN

NE

R B

LVD

) D

N

04

NM

C

2U

D

.282

.00

T

5,50

7

288

1,

440

.2

00

0

B

613

- D

OU

GLA

S R

D: (

CO

MM

ER

CE

BLV

D -

to-

RA

CE

TR

AC

K R

D)

OLD

05

S

MC

2U

D

1.03

0

.97

T

5,94

0

310

57

2

.542

0

B

614

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (9T

H A

VE

N -

to-

CE

NT

RA

L A

VE

) S

P

11

SA

4O

D

.690

11.5

9

T

9,

461

89

9

3,72

6

.241

0

C

615

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (9T

H A

VE

N -

to-

22N

D A

VE

N)

SP

11

S

A

4U

D

.7

53

1.33

T

15

,113

790

1,

676

.4

71

0

B

616

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (I-

275

-to-

GA

ND

Y B

LVD

) C

R

11

SA

4D

D

2.10

3

1.43

T

11

,788

616

1,

764

.3

49

0

B

617

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (22

ND

AV

E N

-to

- 38

TH

AV

E N

) S

P

11

SA

4D

D

1.02

2

2.94

T

13

,983

731

1,

683

.4

34

0

C

618

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (G

AN

DY

BLV

D -

to-

62N

D A

VE

N)

SP

11

S

A

4D

D

2.

310

2.

60

T

17

,263

902

1,

683

.5

36

0

C

619

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T N

: (62

ND

AV

E N

-to

- 38

TH

AV

E N

) S

P

11

SA

4D

D

1.48

4

1.35

T

15

,092

789

1,

764

.4

47

0

B

621

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T S

: (C

EN

TR

AL

AV

E -

to-

8TH

ST

S)

SP

11

S

A

4O

D

.6

56

10.6

7

T

12

,370

1,17

5

3,72

6

.315

0

C

622

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T S

: (8T

H S

T S

-to

- 26

TH

AV

E S

) S

P

11

SA

4D

D

1.15

7

3.46

T

16

,342

854

1,

683

.5

07

0

C

623

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T S

: (26

TH

AV

E S

-to

- 45

TH

AV

E S

) S

P

11

NA

4U

D

1.30

9

.00

T

13,5

94

710

3,

572

.1

99

0

B

624

- D

R M

AR

TIN

LU

TH

ER

KIN

G J

R S

T S

: (45

TH

AV

E S

-to

- 62

ND

AV

E S

) S

P

11

SA

4U

D

1.02

0

2.94

T

12

,594

658

1,

599

.4

12

0

C

627

- D

RE

W S

T: (

MC

MU

LLE

N B

OO

TH

RD

-to

- U

S 1

9)

CL

06

SA

4D

D

1.28

3

2.34

T

25

,622

1,33

9

1,68

3

.796

0

D

628

- D

RE

W S

T: (

FT

HA

RR

ISO

N A

VE

-to

- M

ISS

OU

RI A

VE

) S

R

06

SA

4U

D

.715

4.20

T

10

,275

537

1,

776

.3

02

0

C

629

- D

RE

W S

T: (

US

19

-to-

NE

CO

AC

HM

AN

RD

) C

R

06

SA

4D

D

1.40

6

2.13

T

28

,760

1,50

3

1,68

3

.893

0

D

630

- D

RE

W S

T: (

MIS

SO

UR

I AV

E -

to-

HIG

HLA

ND

AV

E)

SR

06

S

A

4U

D

.7

94

2.52

T

19

,200

1,00

3

1,77

6

.565

0

C

631

- D

RE

W S

T: (

HIG

HLA

ND

AV

E -

to-

N S

AT

UR

N A

VE

) S

R

06

SA

4U

D

.634

1.58

T

27

,500

1,43

7

1,86

2

.772

0

B

632

- D

RE

W S

T: (

N S

AT

UR

N A

VE

-to

- N

E C

OA

CH

MA

N R

D)

SR

06

S

A

4D

D

.7

38

4.07

T

26

,711

1,39

6

1,87

0

.747

0

D

636

- D

RU

ID R

D: (

US

19

-to-

BE

LCH

ER

RD

) C

L 06

S

MC

2D

D

1.09

0

.92

T

6,15

5

322

60

1

.536

0

B

637

- D

RU

ID R

D: (

BE

LCH

ER

RD

-to

- K

EE

NE

RD

) C

L 06

S

MC

2U

D

1.00

7

1.99

T

6,

155

32

2

572

.5

63

0

B

638

- D

RU

ID R

D: (

KE

EN

E R

D -

to-

HIG

HLA

ND

AV

E)

CL

06

SM

C

2U

D

.774

2.58

T

6,

155

32

2

559

.5

76

0

C

641

- D

UH

ME

RD

| 11

3TH

ST

: (W

ELC

H C

SW

Y -

to-

PA

RK

BLV

D)

CR

09

S

A

6D

D

2.

262

1.

77

T

16

,997

888

2,

646

.3

36

0

B

642

- D

UH

ME

RD

| 11

3TH

ST

: (P

AR

K B

LVD

-to

- 86

TH

AV

E N

) C

R

09

SA

6D

D

.614

1.63

T

20

,790

1,08

6

2,64

6

.410

0

B

643

- D

UH

ME

RD

| 11

3TH

ST

: (86

TH

AV

E N

-to

- 10

2ND

AV

E N

) C

R

09

SA

4D

D

1.01

6

1.97

T

20

,790

1,08

6

1,76

4

.616

0

B

645

- D

UN

ED

IN C

SW

Y B

LVD

: (D

RA

WB

RID

GE

-to

- A

LT U

S 1

9)

CR

04

S

A

4D

D

.8

59

1.16

T

10

,452

546

1,

764

.3

10

0

B

646

- E

AS

T L

AK

E R

D: (

NO

RT

H S

PLI

T -

to-

WO

OD

LAN

DS

BLV

D)

CR

02

S

A

6D

D

.6

58

1.52

T

61

,284

3,20

2

2,64

6

1.21

0 2

F

647

- E

AS

T L

AK

E R

D: (

WO

OD

LAN

DS

BLV

D -

to-

TA

RP

ON

WO

OD

S B

LVD

) C

R

02

SA

4D

D

.897

1.11

T

61

,284

3,20

2

1,76

4

1.81

5 2

F

648

- E

AS

T L

AK

E R

D: (

TA

RP

ON

WO

OD

S B

LVD

-to

- LA

NS

BR

OO

K P

KW

Y)

CR

02

S

A

4D

D

1.

830

1.

64

T

53

,132

2,77

6

1,76

4

1.57

4 2

F

649

- E

AS

T L

AK

E R

D: (

LAN

SB

RO

OK

PK

WY

-to

- K

EY

ST

ON

E R

D)

CR

02

S

A

4D

D

2.

357

1.

27

T

44

,569

2,32

9

1,76

4

1.32

0 2

F

650

- E

AS

T L

AK

E R

D: (

KE

YS

TO

NE

RD

-to

- T

RIN

ITY

BLV

D)

CR

02

S

A

4D

D

1.

199

.8

3

T

30

,034

1,56

9

1,76

4

.889

0

C

651

- E

AS

T L

AK

E R

D: (

TR

INIT

Y B

LVD

-to

- P

AS

CO

CO

LIN

E)

CR

02

N

A

4D

D

.5

16

.00

T

30,0

34

1,56

9

3,76

0

.417

0

B

652

- E

AS

T L

AK

E R

D E

AS

T S

ER

VIC

E R

D: (

TA

MP

A R

D -

to-

NO

RT

H S

PLI

T)

CR

02

S

A

4D

D

.6

37

3.14

T

27

,752

1,45

0

1,68

3

.862

0

D

660

- E

NT

ER

PR

ISE

RD

: (U

S 1

9 -t

o- M

CM

ULL

EN

BO

OT

H R

D)

CL

06

SA

4D

D

1.43

5

2.09

T

11

,067

578

1,

683

.3

43

0

C

661

- E

NT

ER

PR

ISE

RD

: (M

CM

ULL

EN

BO

OT

H R

D -

to-

PH

ILIP

PE

PK

WY

) C

R

05

SM

C

2U

D

1.51

6

.66

T

7,74

5

405

57

2

.708

0

C

666

- F

AIR

MO

NT

ST

: (M

LK J

R A

VE

-to

- S

TE

VE

NS

ON

S C

RE

EK

) C

L 06

N

MC

2D

D

.230

.00

T

4,97

0

260

1,

512

.1

72

0

B

679

- F

OR

ES

T L

AK

ES

BLV

D: (

SR

580

-to

- T

AM

PA

RD

) C

R

05

SA

2D

D

.467

2.14

T

17

,648

922

81

3

1.13

4 2

F

680

- F

OR

ES

T L

AK

ES

BLV

D: (

TA

MP

A R

D -

to-

PIN

E A

VE

) C

R

05

SA

4D

D

.807

2.48

T

22

,881

1,19

6

1,68

3

.711

0

C

681

- F

OR

ES

T L

AK

ES

BLV

D: (

PIN

E A

VE

-to

- H

ILLS

BO

RO

UG

H C

OU

NT

Y L

INE

) C

R

05

SA

2D

D

1.30

2

1.54

T

22

,881

1,19

6

832

1.

438

2

F

682

- F

T H

AR

RIS

ON

AV

E: (

BE

LLE

AIR

RD

-to

- C

HE

ST

NU

T S

T)

CL

06

SA

2D

D

1.55

1

4.51

T

17

,093

893

74

7

1.19

5 2

F

684

- F

T H

AR

RIS

ON

AV

E: (

CH

ES

TN

UT

ST

-to

- D

RE

W S

T)

CL

06

SA

2D

D

.498

8.03

T

14

,996

784

74

7

1.05

0 2

F

689

- G

AN

DY

BLV

D: (

4TH

ST

N -

to-

BR

IGH

TO

N B

LVD

) S

R

11

SA

4D

D

.745

1.34

T

50

,000

2,61

3

1,96

0

1.33

3 2

F

21


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

690

- G

AN

DY

BLV

D: (

BR

IGH

TO

N B

LVD

-to

- S

AN

MA

RT

IN B

LVD

) S

R

11

NA

4D

D

.329

.00

T

50,0

00

2,61

3

3,76

0

.695

0

D

691

- G

AN

DY

BLV

D: (

SA

N M

AR

TIN

BLV

D -

to-

PIN

ELL

AS

SH

OR

ELI

NE

) S

R

11

NA

4D

D

2.50

6

.00

T

32,7

17

1,70

9

3,76

0

.455

0

B

692

- G

AN

DY

BLV

D: (

4TH

ST

N -

to-

DR

ML

KIN

G J

R S

T N

) S

R

11

SA

4D

D

.547

3.66

T

31

,607

1,65

1

1,87

0

.883

0

D

693

- G

AN

DY

BLV

D: (

DR

ML

KIN

G J

R S

T N

-to

- I-

275

EA

ST

RA

MP

S)

SR

11

S

A

6D

D

.9

99

2.00

T

46

,260

2,41

7

2,83

0

.854

0

D

694

- G

AN

DY

BLV

D: (

I-27

5 E

AS

T R

AM

PS

-to

- G

RA

ND

AV

E |

GA

ND

Y A

CC

ES

S)

SR

11

S

A

6D

D

1.

128

.8

9

T

65

,000

3,39

6

2,94

0

1.15

5 2

F

695

- G

AN

DY

BLV

D: (

GR

AN

D A

VE

| G

AN

DY

AC

CE

SS

-to

- U

S 1

9)

SR

10

N

A

4D

D

.9

86

.00

T

65,0

00

3,39

6

3,76

0

.903

2

E

705

- G

AT

EW

AY

EX

PR

ES

S |

BR

YA

N D

AIR

Y R

D: (

US

19

-to-

49T

H S

T N

) C

R

10

SA

6D

D

.717

1.39

T

41

,291

2,15

7

2,64

6

.815

0

B

706

- G

AT

EW

AY

EX

PR

ES

S |

RO

OS

EV

ELT

BLV

D: (

ULM

ER

TO

N R

D -

to-

49T

H S

T N

B R

AM

P)

SR

08

S

A

4D

D

1.

283

1.

56

T

42

,000

2,19

4

1,96

0

1.11

9 2

F

711

- G

RA

ND

AV

E: (

N G

AN

DY

BLV

D |

FR

ON

TA

GE

RD

-to

- G

AN

DY

BLV

D)

CR

10

S

A

4D

D

.1

55

6.45

T

14

,701

768

1,

530

.5

02

0

D

715

- G

RE

EN

BR

IAR

BLV

D: (

VIR

GIN

IA A

VE

-to

- B

ELC

HE

R R

D)

CR

04

S

MC

2U

D

.688

1.45

T

7,

629

39

9

572

.6

98

0

C

718

- G

ULF

BLV

D: (

W G

ULF

BL

-to-

TR

EA

SU

RE

ISLA

ND

CS

WY

) S

R

12

SA

4U

D

.968

2.07

T

16

,900

883

1,

776

.4

97

0

C

719

- G

ULF

BLV

D: (

TR

EA

SU

RE

ISLA

ND

CS

WY

-to

- M

AD

EIR

A B

EA

CH

CS

WY

) S

R

13

SA

4D

D

2.99

2

1.34

T

24

,645

1,28

8

1,96

0

.657

0

B

720

- G

ULF

BLV

D: (

MA

DIE

RA

BE

AC

H C

SW

Y -

to-

PA

RK

BLV

D)

SR

13

S

A

4D

D

3.

771

.8

0

T

16

,927

884

1,

960

.4

51

0

B

721

- G

ULF

BLV

D: (

PA

RK

BLV

D -

to-

WA

LSIN

GH

AM

RD

) S

R

13

SA

2U

D

2.87

9

.69

T

12,3

00

643

88

0

.731

0

C

722

- G

ULF

BLV

D: (

WA

LSIN

GH

AM

RD

-to

- B

ELL

EA

IR C

SW

Y)

CR

13

S

A

2D

D

2.

364

.4

2

T

15

,373

803

83

2

.965

1

D

723

- G

ULF

BLV

D: (

BE

LLE

AIR

CS

WY

-to

- S

AN

D K

EY

PA

RK

) C

R

13

NA

2D

D

2.88

9

.00

T

13,7

29

717

1,

512

.4

74

0

C

724

- G

ULF

BLV

D: (

SA

ND

KE

Y P

AR

K -

to-

GU

LFV

IEW

BLV

D)

CL

06

NA

2D

D

.771

.00

T

13,7

29

717

1,

512

.4

74

0

C

725

- G

ULF

BLV

D S

: (B

AY

WA

Y -

to-

75T

H A

VE

) S

R

12

SA

4D

D

2.40

5

2.91

T

23

,843

1,24

6

1,87

0

.666

0

C

728

- G

ULF

PO

RT

BLV

D: (

PA

SA

DE

NA

AV

E -

to-

58T

H S

T S

) C

R

11

SA

4D

D

1.85

2

2.16

T

13

,697

716

1,

683

.4

25

0

C

729

- G

ULF

-TO

-BA

Y B

LVD

: (C

LEV

ELA

ND

ST

-to

- H

IGH

LAN

D A

VE

) C

L 06

S

A

4U

D

.4

46

4.48

T

9,

351

48

9

1,59

9

.306

0

C

730

- G

ULF

-TO

-BA

Y B

LVD

: (H

IGH

LAN

D A

VE

-to

- K

EE

NE

RD

) S

R

06

SA

6D

D

.756

3.97

T

46

,998

2,45

6

2,83

0

.868

0

D

731

- G

ULF

-TO

-BA

Y B

LVD

: (B

AY

SH

OR

E B

LVD

-to

- U

S 1

9)

SR

06

S

A

6D

D

1.

512

3.

97

T

46

,500

2,43

0

2,83

0

.859

0

D

732

- G

ULF

-TO

-BA

Y B

LVD

: (K

EE

NE

RD

-to

- B

ELC

HE

R R

D)

SR

06

S

A

6D

D

1.

026

2.

92

T

48

,500

2,53

4

2,83

0

.895

0

D

733

- G

ULF

-TO

-BA

Y B

LVD

: (U

S 1

9 -t

o- B

ELC

HE

R R

D)

SR

06

S

A

6D

D

.9

86

2.03

T

48

,500

2,53

4

2,83

0

.895

0

D

734

- G

ULF

VIE

W B

LVD

: (H

AM

DE

N D

R -

to-

GU

LF B

LVD

) C

L 06

N

A

3U

D

.4

36

.00

T

6,76

8

354

3,

572

.0

99

0

B

737

- H

AIN

ES

RD

: (D

R M

L K

ING

JR

ST

N -

to-

54T

H A

VE

N)

SP

11

S

MC

2U

D

1.85

2

1.62

T

8,

968

46

9

572

.8

20

0

C

738

- H

AIN

ES

RD

: (54

TH

AV

E N

-to

- U

S 1

9)

CR

14

S

MC

2U

D

1.20

8

2.48

T

8,

968

46

9

559

.8

39

0

D

744

- H

ER

CU

LES

AV

E: (

GU

LF-T

O-B

AY

BLV

D -

to-

DR

EW

ST

) C

L 06

S

A

4U

D

.5

09

3.93

T

8,

953

46

8

1,59

9

.293

0

C

745

- H

ER

CU

LES

AV

E: (

DR

EW

ST

-to

- S

UN

SE

T P

OIN

T R

D)

CR

06

S

A

4D

D

1.

514

1.

32

T

15

,350

802

1,

764

.4

55

0

B

746

- H

ER

CU

LES

AV

E: (

SU

NS

ET

PO

INT

RD

-to

- V

IRG

INIA

AV

E)

CR

06

S

A

2D

D

1.

011

1.

98

T

12

,449

650

83

2

.781

0

C

748

- H

IGH

LAN

D A

VE

: (E

AS

T B

AY

DR

-to

- B

ELL

EA

IR R

D)

CR

07

S

A

2U

D

1.

527

1.

96

T

10

,145

530

79

2

.669

0

C

749

- H

IGH

LAN

D A

VE

: (B

ELL

EA

IR R

D -

to-

DR

UID

RD

) C

R

06

SA

2U

D

1.25

5

1.59

T

10

,795

564

79

2

.712

0

C

750

- H

IGH

LAN

D A

VE

: (D

RU

ID R

D -

to-

GU

LF-T

O-B

AY

BLV

D)

CR

06

S

A

4U

D

.2

53

3.95

T

10

,795

564

1,

599

.3

53

0

C

751

- H

IGH

LAN

D A

VE

: (G

ULF

-TO

-BA

Y B

LVD

-to

- D

RE

W S

T)

CL

06

SA

2D

D

.506

3.95

T

13

,347

697

81

3

.857

0

D

752

- H

IGH

LAN

D A

VE

: (D

RE

W S

T -

to-

SU

NS

ET

PO

INT

RD

) C

L 06

S

A

2D

D

1.

512

1.

98

T

13

,347

697

83

2

.838

0

C

753

- H

IGH

LAN

D A

VE

: (S

UN

SE

T P

OIN

T R

D -

to-

UN

ION

ST

) C

L 06

S

A

2U

D

.5

04

1.98

T

11

,945

624

79

2

.788

0

C

756

- H

IGH

LAN

D S

T N

: (9T

H A

VE

N -

to-

DR

ML

KIN

G J

R S

T N

) S

P

11

NM

C

2O

D

.083

.00

T

7,79

1

740

4,

512

.1

64

0

B

759

- H

IGH

LAN

DS

BLV

D: (

US

19

-to-

ALD

ER

MA

N R

D)

CR

03

N

MC

2U

D

2.67

3

.00

T

10,6

96

559

1,

440

.3

88

0

C

764

- I-

175:

(I-

275

-to-

4T

H S

T S

) S

R

11

F

4F

D

1.

302

.0

0

T

28

,660

1,46

6

4,02

0

.365

0

B

765

- I-

275:

(S

R 6

86 |

RO

OS

EV

ELT

BLV

D -

to-

GA

ND

Y B

LVD

) S

R

11

F

8F

D

1.

929

.0

0

T

13

0,00

0

6,65

0

8,40

0

.792

0

D

766

- I-

275:

(G

AN

DY

BLV

D -

to-

54T

H A

VE

N)

SR

11

F

6F

D

2.26

9

.00

T

140,

500

7,

496

6,

200

1.

209

2

F

767

- I-

275:

(I-

175

-to-

22N

D A

VE

S)

SR

11

F

6F

D

2.00

2

.00

T

98,0

69

5,01

6

6,20

0

.809

0

D

768

- I-

275:

(22

ND

AV

E S

-to

- 54

TH

AV

E S

) S

R

11

F

6F

D

2.

017

.0

0

T

91

,500

4,68

0

6,20

0

.755

0

D

769

- I-

275:

(54

TH

AV

E S

-to

- P

INE

LLA

S S

HO

RE

LIN

E)

SR

11

F

4F

D

5.42

8

.00

T

54,0

14

2,88

2

4,02

0

.717

0

C

22


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

770

- I-

275:

(54

TH

AV

E N

-to

- 38

TH

AV

E N

) S

R

11

F

8F

D

.9

48

.00

T

155,

500

7,

954

8,

400

.9

47

2

E

771

- I-

275:

(P

INE

LLA

S S

HO

RE

LIN

E -

to-

4TH

ST

N)

SR

11

F

8F

D

2.22

0

.00

T

152,

000

7,

775

8,

400

.9

26

2

E

772

- I-

275:

(38

TH

AV

E N

-to

- 22

ND

AV

E N

) S

R

11

F

6F

D

1.

027

.0

0

T

15

3,50

0

7,85

2

6,20

0

1.26

6 2

F

773

- I-

275:

(4T

H S

T N

-to

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D)

SR

11

F

8F

D

2.04

0

.00

T

107,

260

5,

486

8,

400

.6

53

0

C

774

- I-

275:

(I-

375

-to-

I-17

5)

SR

11

F

6F

D

.441

.00

T

118,

000

6,

036

6,

200

.9

74

2

E

775

- I-

275:

(22

ND

AV

E N

-to

- I-

375)

S

R

11

F

8F

D

1.

322

.0

0

T

15

1,50

0

7,74

9

8,40

0

.922

2

E

778

- I-

375:

(I-

275

-to-

7T

H S

T N

) S

R

11

F

6F

D

2.

333

.0

0

T

30

,500

1,56

0

6,20

0

.252

0

B

779

- IN

DIA

N R

OC

KS

RD

: (B

ELL

EV

IEW

BLV

D -

to-

ME

HLE

NB

AC

HE

R R

D)

BL

07

SA

2U

D

1.55

0

.65

T

9,30

3

486

79

2

.614

0

C

780

- IN

DIA

N R

OC

KS

RD

: (M

EH

LEN

BA

CH

ER

RD

-to

- S

UN

SE

T B

LVD

) C

R

07

NA

2D

D

.432

.00

T

9,30

3

486

1,

512

.3

21

0

C

781

- IN

DIA

N R

OC

KS

RD

: (S

UN

SE

T B

LVD

-to

- W

BA

Y D

R)

CR

07

S

A

4D

D

.1

42

7.04

T

13

,128

686

1,

530

.4

48

0

D

782

- IN

DIA

N R

OC

KS

RD

: (W

BA

Y D

R -

to-

WA

LSIN

GH

AM

RD

) C

R

07

SA

2U

D

2.79

3

1.07

T

16

,954

886

79

2

1.11

9 2

F

795

- K

EE

NE

RD

: (E

BA

Y D

R -

to-

BE

LLE

AIR

RD

) C

R

07

SA

4D

D

1.52

6

1.31

T

29

,466

1,54

0

1,76

4

.873

0

C

796

- K

EE

NE

RD

: (B

ELL

EA

IR R

D -

to-

DR

UID

RD

) C

R

06

SA

4D

D

1.25

5

2.39

T

29

,466

1,54

0

1,68

3

.915

1

D

797

- K

EE

NE

RD

: (D

RU

ID R

D -

to-

GU

LF-T

O-B

AY

BLV

D)

CR

06

S

A

6D

D

.2

52

3.97

T

29

,466

1,54

0

2,54

7

.605

0

C

798

- K

EE

NE

RD

: (G

ULF

-TO

-BA

Y B

LVD

-to

- D

RE

W S

T)

CR

06

S

A

6D

D

.3

93

5.09

T

28

,822

1,50

6

2,31

3

.651

0

D

799

- K

EE

NE

RD

: (D

RE

W S

T -

to-

SU

NS

ET

PO

INT

RD

) C

R

06

SA

4D

D

1.51

8

.66

T

26,0

48

1,36

1

1,76

4

.772

0

B

800

- K

EE

NE

RD

: (S

UN

SE

T P

OIN

T R

D -

to-

SR

580

) C

R

04

SA

4D

D

2.03

2

1.97

T

24

,440

1,27

7

1,76

4

.724

0

B

801

- K

EY

ST

ON

E R

D: (

US

19

-to-

EA

ST

LA

KE

RD

) C

R

01

SA

4D

D

2.99

5

.67

T

25,6

98

1,34

3

1,76

4

.761

0

B

802

- K

EY

ST

ON

E R

D: (

HIL

LSB

OR

OU

GH

CL

-to-

WO

OD

FIE

LD B

LVD

) C

R

02

NA

2U

D

2.30

1

.00

T

11,7

22

612

1,

440

.4

25

0

C

803

- K

EY

ST

ON

E R

D: (

WO

OD

FIE

LD B

LVD

-to

- E

AS

T L

AK

E R

D)

CR

02

S

A

2U

D

.5

43

1.84

T

12

,981

678

79

2

.856

0

C

806

- K

LOS

TE

RM

AN

RD

: (A

LT U

S 1

9 -t

o- U

S 1

9)

CR

01

S

A

4D

D

1.

275

1.

57

T

16

,961

886

1,

764

.5

02

0

B

807

- K

LOS

TE

RM

AN

RD

: (A

LT U

S 1

9 -t

o- C

AR

LTO

N R

D)

CR

01

N

A

2U

D

.7

45

.00

T

10,7

48

562

1,

440

.3

90

0

C

811

- LA

KE

AV

E: (

EA

ST

BA

Y D

R -

to-

BE

LLE

AIR

RD

) C

R

07

SC

2U

D

1.53

4

.65

T

3,37

9

177

57

2

.309

0

B

812

- LA

KE

AV

E: (

BE

LLE

AIR

RD

-to

- G

ULF

-TO

-BA

Y B

LVD

) C

R

06

SC

2U

D

1.50

8

1.99

T

3,

379

17

7

572

.3

09

0

B

817

- LA

KE

ST

GE

OR

GE

DR

: (H

IGH

LAN

DS

BLV

D -

to-

TA

MP

A R

D)

CR

03

N

MC

2U

D

.381

.00

T

4,97

4

260

1,

440

.1

81

0

B

818

- LA

KE

ST

GE

OR

GE

DR

: (T

AM

PA

RD

-to

- C

OU

NT

RY

SID

E B

LVD

) C

R

03

SM

C

2U

D

1.19

2

.84

T

4,97

4

260

57

2

.455

0

B

823

- LA

KE

VIE

W R

D: (

MIS

SO

UR

I AV

E -

to-

KE

EN

E R

D)

CR

06

S

A

2U

D

1.

533

1.

96

T

8,

489

44

4

792

.5

61

0

B

837

- LI

VE

OA

K S

T: (

ALT

19

-to-

US

19)

CR

01

S

C

2U

D

1.

061

.9

4

T

2,

560

13

4

572

.2

34

0

B

846

- M

AIN

ST

: (B

RO

AD

WA

Y A

VE

-to

- S

KIN

NE

R B

LVD

) D

N

04

SC

2U

D

.600

5.00

T

3,

661

19

1

514

.3

72

0

D

847

- M

AIN

ST

: (M

CM

ULL

EN

BO

OT

H R

D -

to-

BA

YS

HO

RE

DR

) C

R

05

NA

2U

D

1.27

4

.00

T

8,75

3

457

1,

440

.3

17

0

C

859

- M

CM

ULL

EN

BO

OT

H R

D: (

GU

LF-T

O-B

AY

BLV

D -

to-

SU

NS

ET

PT

RD

| M

AIN

ST

) C

R

06

SA

6D

D

2.26

7

1.76

T

66

,577

3,47

9

2,64

6

1.31

5 2

F

860

- M

CM

ULL

EN

BO

OT

H R

D: (

SU

NS

ET

PT

RD

| M

AIN

ST

-to

- S

R 5

80)

CR

05

S

A

6D

D

2.

233

1.

79

T

66

,577

3,47

9

2,64

6

1.31

5 2

F

861

- M

CM

ULL

EN

BO

OT

H R

D: (

SR

580

-to

- C

UR

LEW

RD

) C

R

05

SA

6D

D

1.76

8

1.70

T

57

,035

2,98

0

2,64

6

1.12

6 2

F

862

- M

CM

ULL

EN

BO

OT

H R

D: (

CU

RLE

W R

D -

to-

SO

UT

H S

PLI

T)

CR

03

N

A

6D

D

.5

46

.00

T

47,9

84

2,50

7

5,65

0

.444

0

B

867

- M

EH

LEN

BA

CH

ER

| 8T

H A

VE

NW

: (C

LWT

R-L

AR

GO

RD

-to

- IN

DIA

N R

OC

KS

RD

) C

R

07

SC

2U

D

1.00

9

.99

T

4,67

0

244

57

2

.427

0

B

868

- M

EM

OR

IAL

CS

WY

: (C

LEA

RW

AT

ER

BE

AC

H R

OU

ND

AB

OU

T -

to-

ISLA

ND

WA

Y)

SR

06

S

A

4D

D

.4

47

2.24

T

34

,500

1,80

3

1,87

0

.964

2

E

869

- M

EM

OR

IAL

CS

WY

: (C

HE

ST

NU

T S

T C

ON

NE

CT

ION

-to

- M

EM

OR

IAL

CS

WY

| W

B/E

B S

PLI

T)

SR

06

N

A

2O

D

.1

65

.00

H

14,5

00

758

3,

400

.2

40

0

B

870

- M

EM

OR

IAL

CS

WY

: (IS

LAN

D W

AY

-to

- M

EM

OR

IAL

CS

WY

| W

B/E

B S

PLI

T)

SR

06

N

A

4D

D

1.

118

.0

0

T

34

,500

1,80

3

3,76

0

.480

0

C

871

- M

EM

OR

IAL

CS

WY

: (M

EM

OR

IAL

CS

WY

| W

B/E

B S

PLI

T -

to-

CO

UR

T S

T C

ON

NE

CT

ION

) S

R

06

NA

2O

D

.162

.00

H

16,0

00

836

3,

400

.2

70

0

B

873

- M

ER

ES

BLV

D: (

ALT

19

-to-

FLO

RID

A A

VE

) C

R

01

NM

C

2U

D

1.60

6

.00

T

7,68

7

402

1,

440

.2

79

0

C

875

- M

ICH

IGA

N B

LVD

: (C

R 1

-to

- A

LT 1

9)

DN

04

S

MC

2U

D

1.53

7

1.30

T

4,

652

24

3

572

.4

25

0

B

877

- M

ILW

AU

KE

E A

VE

: (V

IRG

INIA

ST

-to

- U

NIO

N S

T)

DN

04

S

MC

2U

D

1.02

0

1.96

T

4,

604

24

1

572

.4

21

0

B

879

- M

ISS

OU

RI A

VE

: (C

OU

RT

ST

-to

- C

LEV

ELA

ND

ST

) C

L 06

S

A

4D

D

.3

28

3.05

T

12

,033

629

1,

683

.3

74

0

C

883

- M

LK J

R A

VE

: (B

ELL

EA

IR R

D -

to-

DR

EW

ST

) C

L 06

S

C

2U

D

2.

015

2.

98

T

5,

847

30

6

559

.5

47

0

C

23


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

884

- M

LK J

R A

VE

: (D

RE

W S

T -

to-

FA

IRM

ON

T S

T)

CL

06

SC

2U

D

1.00

4

1.99

T

3,

902

20

4

559

.3

65

0

C

892

- N

GA

ND

Y B

LVD

| F

RO

NT

AG

E R

D: (

28T

H S

T N

-to

- G

RA

ND

AV

E)

CR

10

N

A

2U

D

.4

40

.00

T

5,82

3

304

1,

440

.2

11

0

B

896

- N

E C

OA

CH

MA

N R

D: (

DR

EW

ST

-to

- U

S 1

9)

SR

06

S

A

2U

D

1.

741

1.

72

T

11

,500

601

88

0

.683

0

C

897

- N

E C

OA

CH

MA

N R

D: (

US

19

-to-

MC

MU

LLE

N B

OO

TH

RD

) S

R

06

SA

2U

D

1.26

7

.79

T

14,4

00

752

88

0

.855

0

C

898

- N

EB

RA

SK

A A

VE

: (A

LT 1

9 -t

o- B

ELC

HE

R R

D)

CR

03

S

A

2U

D

1.

196

2.

51

T

8,

952

46

8

774

.6

05

0

C

899

- N

EB

RA

SK

A A

VE

: (B

ELC

HE

R R

D -

to-

US

19)

C

R

03

SA

4D

D

.515

1.94

T

15

,830

827

1,

764

.4

69

0

B

905

- N

UR

SE

RY

RD

: (U

S 1

9 -t

o- B

ELC

HE

R R

D)

CR

06

S

MC

2U

D

.961

1.04

T

4,

487

23

4

572

.4

09

0

B

906

- N

UR

SE

RY

RD

: (B

ELC

HE

R R

D -

to-

KE

EN

E R

D)

CR

06

S

MC

2U

D

1.00

8

.99

T

4,59

2

240

57

2

.420

0

B

907

- N

UR

SE

RY

RD

: (K

EE

NE

RD

-to

- H

IGH

LAN

D A

VE

) C

R

06

NM

C

2U

D

.773

.00

T

4,69

6

245

1,

440

.1

70

0

B

914

- O

AK

HU

RS

T R

D: (

PA

RK

BLV

D -

to-

WA

LSIN

GH

AM

RD

) C

R

09

SA

2U

D

2.62

4

1.91

T

9,

087

47

5

792

.6

00

0

C

938

- P

AR

K B

LVD

: (U

S 1

9 -t

o- 4

9TH

ST

N)

SR

10

S

A

6D

D

.9

83

3.05

T

56

,500

2,95

2

2,83

0

1.04

3 2

F

940

- P

AR

K B

LVD

: (49

TH

ST

N -

to-

66T

H S

T N

) S

R

10

SA

6D

D

1.74

9

1.14

T

49

,711

2,59

7

2,94

0

.883

0

C

942

- P

AR

K B

LVD

: (66

TH

ST

N -

to-

71S

T S

T N

| B

ELC

HE

R R

D)

CR

10

S

A

6D

D

.5

05

1.98

T

47

,181

2,46

5

2,64

6

.932

1

C

943

- P

AR

K B

LVD

: (71

ST

ST

N |

BE

LCH

ER

RD

-to

- S

TA

RK

EY

RD

) C

R

10

SA

6D

D

1.55

3

1.29

T

44

,862

2,34

4

2,64

6

.886

0

C

944

- P

AR

K B

LVD

: (S

TA

RK

EY

RD

-to

- S

EM

INO

LE B

LVD

) C

R

09

SA

6D

D

1.52

5

1.97

T

44

,862

2,34

4

2,64

6

.886

0

C

945

- P

AR

K B

LVD

: (S

EM

INO

LE B

LVD

-to

- 11

3TH

ST

N)

CR

09

S

A

4D

D

.5

52

3.62

T

33

,205

1,73

5

1,68

3

1.03

1 2

F

946

- P

AR

K B

LVD

: (11

3TH

ST

N -

to-

131S

T S

T N

) C

R

09

SA

4D

D

1.54

1

1.95

T

24

,898

1,30

1

1,76

4

.738

0

B

947

- P

AR

K B

LVD

: (13

1ST

ST

N -

to-

GU

LF B

LVD

) C

R

09

SA

4D

D

1.28

2

1.56

T

16

,591

867

1,

764

.4

91

0

B

949

- P

AR

K S

T: (

22N

D A

VE

N -

to-

BA

Y P

INE

S B

LVD

) C

R

11

SA

4D

D

1.17

7

.85

T

22,2

54

1,16

3

1,76

4

.659

0

B

950

- P

AR

K S

T: (

BA

Y P

INE

S B

LVD

-to

- P

AR

K B

LVD

) C

R

09

SA

4D

D

2.34

7

2.13

T

24

,975

1,30

5

1,68

3

.775

0

D

951

- P

AR

K S

T: (

22N

D A

VE

N -

to-

CE

NT

RA

L A

VE

) C

R

11

SA

4D

D

1.70

2

1.18

T

14

,920

780

1,

764

.4

42

0

B

952

- P

AR

K S

T: (

CE

NT

RA

L A

VE

-to

- P

AS

AD

EN

A A

VE

) S

P

11

SA

2U

D

.729

1.37

T

7,

237

37

8

792

.4

77

0

B

953

- P

AS

AD

EN

A A

VE

: (S

HO

RE

DR

-to

- 66

TH

ST

N)

SR

11

S

A

6D

D

1.

673

4.

18

T

32

,049

1,67

5

2,83

0

.592

0

C

955

- P

AT

RIC

IA A

VE

: (U

NIO

N S

T -

to-

MA

IN S

T)

DN

04

S

A

2D

D

1.

470

2.

04

T

10

,234

535

81

3

.658

0

D

959

- P

HIL

LIP

PE

PK

WY

: (M

AIN

ST

-to

- E

NT

ER

PR

ISE

RD

| C

R 1

02)

SH

05

S

A

2U

D

1.

524

.6

6

T

10

,794

564

79

2

.712

0

C

960

- P

HIL

LIP

PE

PK

WY

: (E

NT

ER

PR

ISE

RD

| C

R 1

02 -

to-

SR

580

) S

R

05

SA

2U

D

1.34

5

.74

T

10,7

00

559

88

0

.635

0

C

965

- P

INE

HU

RS

T R

D: (

MIC

HIG

AN

AV

E -

to-

SR

580

) D

N

04

SC

2U

D

1.25

9

1.59

T

5,

392

28

2

572

.4

93

0

B

966

- P

INE

LLA

S B

AY

WA

Y |

SR

679

: (P

INE

LLA

S B

AY

WA

Y |

SR

682

-to

- B

AH

IA D

EL

MA

R B

LVD

) S

R

11

NA

4U

D

.379

.00

T

15,8

00

826

3,

572

.2

31

0

B

967

- P

INE

LLA

S B

AY

WA

Y |

SR

679

: (A

ND

ER

SO

N B

LVD

-to

- 1/

2 M

I N O

F T

OLL

PLA

ZA

) C

R

12

NA

2U

D

2.90

9

.00

T

4,40

0

230

1,

440

.1

60

0

B

968

- P

INE

LLA

S B

AY

WA

Y |

SR

679

: (B

AH

IA D

EL

MA

R B

LVD

-to

- M

AD

ON

NA

BLV

D)

SR

11

N

A

2U

D

1.

086

.0

0

T

10

,100

528

1,

440

.3

67

0

C

969

- P

INE

LLA

S B

AY

WA

Y |

SR

679

: (1/

2 M

I N O

F T

OLL

PLA

ZA

-to

- M

AD

ON

NA

BLV

D)

SR

12

N

A

4D

D

2.

170

.0

0

T

4,

400

23

0

3,76

0

.061

0

B

970

- P

INE

LLA

S B

AY

WA

Y |

SR

682

: (D

OLP

HIN

CA

Y L

N S

-to

- P

INE

LLA

S B

AY

WA

Y |

SR

679

) S

R

11

SA

4D

D

1.09

8

1.82

T

27

,270

1,42

5

1,96

0

.727

0

B

971

- P

INE

LLA

S B

AY

WA

Y |

SR

682

: (P

INE

LLA

S B

AY

WA

Y |

SR

679

-to

- B

AH

IA D

EL

MA

R B

LVD

) S

R

11

NA

4D

D

.411

.00

T

19,3

00

1,00

8

3,76

0

.268

0

B

972

- P

INE

LLA

S B

AY

WA

Y |

SR

682

: (B

AH

IA D

EL

MA

R B

LVD

-to

- G

RA

NA

DA

ST

) S

R

11

NA

2D

D

.723

.00

T

19,3

00

1,00

8

1,51

2

.667

0

D

973

- P

INE

LLA

S B

AY

WA

Y |

SR

682

: (G

RA

NA

DA

ST

-to

- S

R 6

99 |

GU

LF B

LVD

) S

R

12

SA

4D

D

.296

3.38

T

19

,300

1,00

8

1,87

0

.539

0

C

974

- P

INE

LLA

S B

AY

WA

Y |

SR

682

| 54

TH

AV

E S

: (34

TH

ST

S -

to-

AV

EN

UE

OF

ST

AT

ES

DR

) S

R

11

SA

6D

D

.933

1.07

T

35

,000

1,82

9

2,94

0

.622

0

B

975

- P

INE

LLA

S B

AY

WA

Y |

SR

682

| 54

TH

AV

E S

: (A

VE

NU

E O

F S

TA

TE

S D

R -

to-

DO

LPH

IN C

AY

LN

S)

SR

11

N

A

6D

D

.2

49

.00

T

35,0

00

1,82

9

5,65

0

.324

0

B

976

- P

INE

LLA

S P

OIN

T D

R: (

34T

H S

T S

-to

- 31

ST

ST

S)

SP

11

S

A

4D

D

.2

48

4.03

T

11

,625

607

1,

683

.3

61

0

C

977

- P

INE

LLA

S P

OIN

T D

R: (

31S

T S

T S

-to

- R

OY

HA

NN

A)

SP

11

N

MC

2U

D

.366

.00

T

7,15

3

374

1,

440

.2

60

0

B

999

- R

OS

ER

Y R

D |

PO

INS

ET

TIA

RD

: (LA

KE

AV

E -

to-

MIS

SO

UR

I AV

E)

LA

07

SA

2D

D

1.03

6

1.93

T

10

,041

525

83

2

.631

0

C

1000

- R

OS

ER

Y R

D |

PO

INS

ET

TIA

RD

: (C

LWT

R-L

AR

GO

RD

-to

- M

ISS

OU

RI A

VE

) LA

07

S

A

2U

D

.5

13

1.95

T

10

,041

525

79

2

.663

0

C

1005

- S

AN

CH

RIS

TO

PH

ER

DR

: (P

INE

HU

RS

T R

D -

to-

ALT

US

19)

D

N

04

NM

C

2U

D

1.10

6

.00

T

4,37

0

228

1,

440

.1

58

0

B

1006

- S

AN

CH

RIS

TO

PH

ER

DR

: (P

INE

HU

RS

T R

D -

to-

CR

1)

DN

04

S

MC

2U

D

.501

2.00

T

6,

221

32

5

559

.5

81

0

C

1009

- S

AN

MA

RT

IN B

LVD

| P

AT

ICA

RD

NE

| 83

RD

AV

E N

E: (

GA

ND

Y B

LVD

-to

- 4T

H S

T N

) C

R

11

SC

2D

D

2.30

8

.43

T

3,97

2

208

60

1

.346

0

B

24


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

1021

- S

OLO

N A

VE

: (C

R 1

-to

- B

ELC

HE

R R

D)

DN

04

S

C

2U

D

.9

29

1.08

T

4,

076

21

3

572

.3

72

0

B

1024

- S

R 5

80: (

US

19

-to-

MC

MU

LLE

N B

OO

TH

RD

) S

R

06

SA

6D

D

1.85

9

2.69

T

37

,650

1,96

7

2,83

0

.695

0

C

1025

- S

R 5

80: (

MC

MU

LLE

N B

OO

TH

RD

-to

- K

EN

DA

LE D

R)

SR

06

N

A

6D

D

.7

75

.00

T

35,0

00

1,82

9

5,65

0

.324

0

B

1026

- S

R 5

80: (

KE

ND

ALE

DR

-to

- F

OR

ES

T L

AK

ES

BLV

D)

SR

05

S

A

4D

D

1.

387

1.

44

T

37

,193

1,94

3

1,96

0

.991

1

D

1027

- S

R 5

80 |

MA

IN S

T: (

SK

INN

ER

BLV

D -

to-

PIN

EH

UR

ST

RD

) S

R

04

SA

4D

D

.658

3.04

T

21

,587

1,12

8

1,87

0

.603

0

C

1028

- S

R 5

80 |

MA

IN S

T: (

US

19

-to-

BE

LCH

ER

RD

) S

R

04

SA

6D

D

.556

1.80

T

45

,500

2,37

7

2,94

0

.809

0

B

1029

- S

R 5

80 |

MA

IN S

T: (

PIN

EH

UR

ST

RD

-to

- C

R 1

) S

R

04

SA

6D

D

.522

3.83

T

31

,500

1,64

6

2,83

0

.582

0

C

1030

- S

R 5

80 |

MA

IN S

T: (

CR

1 -

to-

BE

LCH

ER

RD

) S

R

04

SA

6D

D

1.01

9

3.93

T

45

,000

2,35

1

2,83

0

.831

0

D

1031

- S

R 5

80 |

NE

W 5

80: (

FO

RE

ST

LA

KE

S B

LVD

-to

- S

R 5

84 |

TA

MP

A R

D)

SR

05

S

A

4D

D

1.

126

1.

78

T

21

,500

1,12

3

1,96

0

.573

0

B

1032

- S

R 5

80 |

SK

INN

ER

BLV

D: (

MA

IN S

T -

to-

ALT

US

19

| BR

OA

DW

AY

) S

R

04

SA

4D

D

.482

2.07

T

11

,600

606

1,

870

.3

24

0

C

1033

- S

R 5

84 |

TA

MP

A R

D: (

HIL

LSB

OR

OU

GH

CO

UN

TY

LIN

E -

to-

NE

W S

R 5

80)

SR

05

S

A

8D

D

.8

56

2.34

T

52

,986

2,76

9

3,78

0

.733

0

C

1034

- S

R 5

84 |

TA

MP

A R

D: (

NE

W S

R 5

80 -

to-

CU

RLE

W R

D)

SR

05

S

A

6D

D

2.

105

2.

38

T

57

,000

2,97

8

2,83

0

1.05

2 2

F

1035

- S

R 6

66 |

MA

DE

IRA

BE

AC

H C

SW

Y: (

SE

MIN

OLE

BLV

D -

to-

DU

HM

E R

D)

SR

09

S

A

6D

D

.6

40

1.56

T

28

,000

1,46

3

2,94

0

.498

0

B

1036

- S

R 6

66 |

MA

DE

IRA

BE

AC

H C

SW

Y: (

DU

HM

E R

D -

to-

GU

LF B

LVD

) S

R

09

SA

4D

D

.873

2.29

T

28

,000

1,46

3

1,87

0

.782

0

D

1037

- S

R 6

86 |

EA

ST

BA

Y D

R: (

US

19

-to-

BE

LCH

ER

RD

) S

R

07

SA

6D

D

.987

3.04

T

62

,000

3,24

0

2,83

0

1.14

5 2

F

1038

- S

R 6

86 |

EA

ST

BA

Y D

R: (

BE

LCH

ER

RD

-to

- K

EE

NE

RD

) S

R

07

SA

6D

D

1.01

1

1.98

T

61

,500

3,21

3

2,94

0

1.09

3 2

F

1039

- S

R 6

86 |

EA

ST

BA

Y D

R: (

KE

EN

E R

D -

to-

SE

MIN

OLE

BLV

D)

SR

07

S

A

6D

D

1.

551

2.

58

T

52

,654

2,75

1

2,83

0

.972

2

E

1040

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D: (

49T

H S

T N

B R

AM

P -

to-

US

19)

S

R

08

SA

6D

D

1.97

5

2.53

T

39

,830

2,08

1

2,83

0

.735

0

D

1041

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D: (

28T

H S

T N

-to

- U

LME

RT

ON

RD

) S

R

11

NA

4D

D

.626

.00

T

40,5

00

2,11

6

3,76

0

.563

0

C

1042

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D: (

16T

H S

T N

-to

- 4T

H S

T N

) S

R

11

SA

4D

D

1.27

4

1.57

T

26

,504

1,38

5

1,96

0

.707

0

B

1043

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D: (

28T

H S

T N

-to

- I-

275)

S

R

11

NA

6D

D

.805

.00

T

57,0

00

2,97

8

5,65

0

.527

0

C

1044

- S

R 6

86 |

RO

OS

EV

ELT

BLV

D: (

16T

H S

T N

-to

- I-

275)

S

R

11

NA

4D

D

.401

.00

T

36,0

00

1,88

1

3,76

0

.500

0

C

1045

- S

R 6

88 |

ULM

ER

TO

N R

D: (

I-27

5 -t

o- E

GR

ET

BLV

D E

) S

R

08

SA

6D

D

1.62

9

1.23

T

39

,500

2,06

4

2,94

0

.702

0

B

1046

- S

R 6

88 |

ULM

ER

TO

N R

D: (

EG

RE

T B

LVD

E -

to-

RO

OS

EV

ELT

BLV

D)

SR

08

N

A

6D

D

.3

46

.00

T

39,5

00

2,06

4

5,65

0

.365

0

B

1047

- S

R 6

88 |

ULM

ER

TO

N R

D: (

RO

OS

EV

ELT

BLV

D -

to-

40T

H S

T)

SR

08

S

A

6D

D

.8

69

3.45

T

69

,927

3,65

4

2,83

0

1.29

1 2

F

1048

- S

R 6

88 |

ULM

ER

TO

N R

D: (

RO

OS

EV

ELT

BLV

D -

to-

49T

H S

T N

) S

R

08

SA

4D

D

.469

2.13

T

39

,500

2,06

4

1,87

0

1.10

4 2

F

1049

- S

R 6

88 |

ULM

ER

TO

N R

D: (

US

19

-to-

BE

LCH

ER

RD

) S

R

08

SA

6D

D

1.52

9

1.31

T

42

,197

2,20

5

2,94

0

.750

0

B

1050

- S

R 6

88 |

ULM

ER

TO

N R

D: (

ST

AR

KE

Y R

D -

to-

101S

T S

T)

SR

07

S

A

4D

D

1.

018

1.

96

T

47

,500

2,48

2

1,96

0

1.26

6 2

F

1051

- S

R 6

88 |

ULM

ER

TO

N R

D: (

101S

T S

T -

to-

113T

H S

T |

RID

GE

RD

) S

R

07

SA

6D

D

1.00

0

3.00

T

43

,247

2,26

0

2,83

0

.799

0

D

1052

- S

R 6

88 |

ULM

ER

TO

N R

D: (

40T

H S

T -

to-

RO

OS

EV

ELT

BLV

D)

SR

08

N

A

6D

D

.2

88

.00

T

77,5

00

4,04

9

5,65

0

.717

0

D

1053

- S

R 6

88 |

ULM

ER

TO

N R

D: (

49T

H S

T N

-to

- U

S 1

9)

SR

08

S

A

6D

D

1.

252

1.

60

T

40

,500

2,11

6

2,94

0

.720

0

B

1054

- S

R 6

88 |

ULM

ER

TO

N R

D: (

BE

LCH

ER

RD

-to

- S

TA

RK

EY

RD

) S

R

07

SA

4D

D

1.01

5

1.97

T

49

,300

2,57

6

1,96

0

1.31

4 2

F

1055

- S

R 6

88 |

ULM

ER

TO

N R

D: (

113T

H S

T |

RID

GE

RD

-to

- W

ALS

ING

HA

M R

D)

SR

07

S

A

6D

D

1.

802

1.

11

T

33

,000

1,72

4

2,94

0

.586

0

B

1056

- S

R 6

88 |

WA

LSIN

GH

AM

RD

: (U

LME

RT

ON

RD

-to

- IN

DIA

N R

OC

KS

RD

) S

R

07

SA

6D

D

1.04

2

2.88

T

28

,252

1,47

6

2,83

0

.522

0

C

1057

- S

R 6

88 |

WA

LSIN

GH

AM

RD

: (IN

DIA

N R

OC

KS

RD

-to

- G

ULF

BLV

D)

SR

07

S

A

4D

D

1.

193

1.

68

T

18

,965

991

1,

960

.5

06

0

B

1059

- S

TA

RK

EY

RD

: (U

LME

RT

ON

RD

-to

- E

AS

T B

AY

DR

) C

R

07

SA

4D

D

1.52

0

.66

T

30,6

57

1,60

2

1,76

4

.908

1

C

1060

- S

TA

RK

EY

RD

: (U

LME

RT

ON

RD

-to

- B

RY

AN

DA

IRY

RD

) C

R

07

SA

4D

D

1.52

1

1.97

T

32

,638

1,70

5

1,76

4

.967

1

D

1061

- S

TA

RK

EY

RD

: (B

RY

AN

DA

IRY

RD

-to

- P

AR

K B

LVD

) C

R

09

SA

4D

D

2.27

5

2.20

T

27

,730

1,44

9

1,68

3

.861

0

D

1066

- S

UN

SE

T P

OIN

T R

D: (

US

19

-to-

BE

LCH

ER

RD

) C

R

06

SA

4D

D

.959

4.17

T

26

,907

1,40

6

1,68

3

.835

0

D

1067

- S

UN

SE

T P

OIN

T R

D: (

ED

GE

WA

TE

R D

R |

ALT

US

19

-to-

KE

EN

E R

D)

CR

06

S

A

2U

D

1.

991

2.

51

T

10

,278

537

77

4

.694

0

D

1068

- S

UN

SE

T P

OIN

T R

D: (

BE

LCH

ER

RD

-to

- K

EE

NE

RD

) C

R

06

SA

4D

D

1.09

8

1.82

T

26

,907

1,40

6

1,76

4

.797

0

C

1069

- S

UN

SE

T P

OIN

T R

D |

MA

IN S

T: (

MC

MU

LLE

N B

OO

TH

RD

-to

- U

S 1

9)

CR

06

S

A

4D

D

1.

260

.7

9

T

20

,163

1,05

4

1,76

4

.598

0

B

1071

- T

AM

PA

RD

: (C

UR

LEW

RD

-to

- E

AS

T L

AK

E R

D)

CR

02

S

A

6D

D

1.

216

1.

64

T

42

,665

2,22

9

2,64

6

.842

0

C

1072

- T

AM

PA

RD

: (E

AS

T L

AK

E R

D -

to-

US

19)

C

R

05

SA

6D

D

1.97

9

2.02

T

38

,517

2,01

3

2,54

7

.790

0

D

25


Fac

ility

Ju

ris

Pla

n A

rea

Fac

T

ype

R

oad

Typ

e LO

S S

td

Leng

th

(mi)

S

igna

ls

Per

Mile

LOS

M

eth

A

AD

T

V

olum

e

Phy

sica

l C

apac

ity

V

:Cap

R

atio

D

ef

Fla

g

Fac

LO

S

1073

- T

AM

PA

RD

: (U

S 1

9 -t

o- A

LT 1

9)

CR

03

S

A

4D

D

1.

853

2.

70

T

21,2

19

1,

109

1,

683

.6

59

0

C

1076

- T

AR

PO

N A

VE

: (A

LT U

S 1

9 -t

o- U

S 1

9)

TS

01

S

A

2U

D

1.

444

1.

39

T

15,3

00

79

9

792

1.

009

2

F

1081

- T

AY

LOR

AV

E |

8TH

AV

S: (

ALT

US

19

| SE

MIN

OLE

BLV

D -

to-

CLW

TR

-LA

RG

O R

D)

CR

07

S

C

2D

D

.5

42

3.

69

T

9,39

2

491

58

7

.836

0

D

1083

- T

AY

LOR

AV

E |

8TH

AV

S: (

CLW

TR

-LA

RG

O R

D -

to-

IND

IAN

RO

CK

S R

D)

CR

07

S

A

2U

D

1.

522

.6

6

T

9,

392

49

1

792

.6

20

0

C

1084

- T

RE

AS

UR

E IS

LAN

D C

SW

Y: (

PA

RK

ST

-to

- G

ULF

BLV

D)

TI

12

SA

4D

D

1.75

4

1.71

T

19

,097

998

1,

764

.5

66

0

B

1085

- T

RIN

ITY

BLV

D: (

EA

ST

LA

KE

RD

-to

- C

OU

NT

Y L

INE

) C

R

02

SA

4D

D

1.70

6

.59

T

18,4

33

96

3

1,76

4

.546

0

B

1091

- U

NIO

N S

T: (

ED

GE

WA

TE

R D

R -

to-

KE

EN

E R

D)

CR

04

S

MC

2U

D

1.91

2

1.05

T

4,

694

24

5

572

.4

28

0

B

1092

- U

NIO

N S

T: (

KE

EN

E R

D -

to-

HE

RC

ULE

S A

VE

) C

R

06

SC

2U

D

.504

1.98

T

4,

694

24

5

572

.4

28

0

B

1093

- U

S 1

9: (

GA

ND

Y B

LVD

-to

- 54

TH

AV

E N

) S

R

10

SA

6D

D

1.06

5

4.69

T

49

,429

2,58

3

2,57

0

1.00

5 2

F

1094

- U

S 1

9: (

54T

H A

VE

N -

to-

38T

H A

VE

N)

SR

14

S

A

6D

D

1.

252

.8

0

T

41

,000

2,14

2

2,94

0

.729

0

B

1095

- U

S 1

9: (

GA

ND

Y B

LVD

-to

- M

AIN

LAN

DS

BLV

D)

SR

10

S

A

6D

D

1.

266

1.

58

T

63,5

00

3,

318

2,

940

1.

129

2

F

1096

- U

S 1

9: (

MA

INLA

ND

S B

LVD

-to

- B

RY

AN

DA

IRY

RD

| 11

8TH

AV

E N

) S

R

10

NA

6P

D

1.96

9

.00

T

56,7

56

2,

966

5,

650

.5

25

0

C

1097

- U

S 1

9: (

BR

YA

N D

AIR

Y R

D |

118T

H A

VE

N -

to-

WH

ITN

EY

RD

) S

R

08

NA

6P

D

3.36

2

.00

T

57,6

39

3,

012

5,

650

.5

33

0

C

1098

- U

S 1

9: (

WH

ITN

EY

RD

-to

- B

ELL

EA

IR R

D)

SR

07

S

A

6D

D

1.

013

1.

97

T

75,2

00

3,

929

2,

940

1.

336

2

F

1099

- U

S 1

9: (

BE

LLE

AIR

RD

-to

- D

RU

ID R

D |

SE

VIL

LE B

LVD

) S

R

06

SA

6D

D

1.21

0

2.48

T

80

,350

4,19

8

2,83

0

1.48

3 2

F

1100

- U

S 1

9: (

DR

UID

RD

| S

EV

ILLE

BLV

D -

to-

SU

NS

ET

PO

INT

RD

) S

R

06

NA

6P

D

2.44

1

.00

T

82,1

07

4,

290

5,

650

.7

59

0

D

1101

- U

S 1

9: (

SU

NS

ET

PO

INT

RD

-to

- E

NT

ER

PR

ISE

RD

) S

R

06

SA

6D

D

1.33

3

.75

T

71,0

00

3,

710

2,

940

1.

262

2

F

1102

- U

S 1

9: (

EN

TE

RP

RIS

E R

D -

to-

SR

580

| M

AIN

ST

) S

R

06

NA

6D

D

.802

.00

T

73,8

11

3,

857

5,

650

.6

83

0

D

1103

- U

S 1

9: (

SR

580

| M

AIN

ST

-to

- C

UR

LEW

RD

) S

R

06

SA

6D

D

2.03

5

.98

T

83,0

00

4,

337

2,

940

1.

475

2

F

1104

- U

S 1

9: (

CU

RLE

W R

D -

to-

TA

MP

A R

D)

SR

03

S

A

6D

D

1.

253

.8

0

T

75

,500

3,94

5

2,94

0

1.34

2 2

F

1105

- U

S 1

9: (

TA

MP

A R

D -

to-

ALD

ER

MA

N R

D)

SR

03

S

A

6D

D

1.

818

1.

10

T

78,5

00

4,

102

2,

940

1.

395

2

F

1106

- U

S 1

9: (

ALD

ER

MA

N R

D -

to-

KLO

ST

ER

MA

N R

D)

SR

03

S

A

6D

D

2.

026

.9

9

T

65

,000

3,39

6

2,94

0

1.15

5 2

F

1107

- U

S 1

9: (

KLO

ST

ER

MA

N R

D -

to-

TA

RP

ON

AV

E)

SR

01

S

A

6D

D

1.

603

1.

25

T

65,5

00

3,

422

2,

940

1.

164

2

F

1108

- U

S 1

9: (

TA

RP

ON

AV

E -

to-

BE

CK

ET

T W

AY

) S

R

01

SA

6D

D

1.41

7

1.41

T

59

,000

3,08

3

2,94

0

1.04

9 2

F

1109

- U

S 1

9: (

BE

CK

ET

T W

AY

-to

- P

AS

CO

CN

TY

LIN

E)

SR

01

N

A

6D

D

.4

38

.0

0

T

59

,000

3,08

3

5,65

0

.546

0

C

1110

- U

S 1

9 | 3

4TH

ST

N: (

38T

H A

VE

N -

to-

22N

D A

VE

N)

SR

11

S

A

6D

D

1.

009

1.

98

T

35,5

00

1,

855

2,

940

.6

31

0

B

1111

- U

S 1

9 | 3

4TH

ST

N: (

CE

NT

RA

L A

VE

-to

- 5T

H A

VE

N)

SR

11

S

A

6D

D

.4

35

4.

60

T

38,5

00

2,

012

2,

570

.7

83

0

D

1112

- U

S 1

9 | 3

4TH

ST

N: (

5TH

AV

E N

-to

- 22

ND

AV

E N

) S

R

11

SA

6D

D

1.00

3

2.99

T

38

,000

1,98

6

2,83

0

.702

0

C

1114

- U

S 1

9 | 3

4TH

ST

S: (

54T

H A

VE

S -

to-

22N

D A

VE

S)

SR

11

S

A

6D

D

2.

011

2.

98

T

24,5

00

1,

280

2,

830

.4

52

0

C

1115

- U

S 1

9 | 3

4TH

ST

S: (

22N

D A

VE

S -

to-

CE

NT

RA

L A

VE

) S

R

11

SA

6D

D

1.55

9

3.85

T

24

,500

1,28

0

2,83

0

.452

0

C

1119

- V

IRG

INIA

AV

E S

: (H

ER

CU

LES

AV

E -

to-

KE

EN

E R

D)

CR

04

S

C

2U

D

.5

00

2.

00

T

2,17

5

114

55

9

.204

0

C

1120

- V

IRG

INIA

ST

: (H

IGH

LAN

D A

VE

-to

- K

EE

NE

RD

) C

R

04

SM

C

2U

D

1.

392

1.

44

T

9,02

8

472

57

2

.825

0

C

1121

- V

IRG

INIA

ST

: (K

EE

NE

RD

-to

- S

R 5

80)

DN

04

S

MC

2D

D

.700

1.43

T

7,

349

38

4

601

.6

39

0

C

1122

- V

ON

N R

D: (

130

AV

E |

WIL

CO

X R

D -

to-

WA

LSIN

GH

AM

RD

) C

R

07

SC

2U

D

.751

1.33

T

6,

944

36

3

572

.6

35

0

C

1124

- V

ON

N R

D: (

PA

RK

BLV

D -

to-

WA

LSIN

GH

AM

RD

) C

R

09

SM

C

2U

D

2.

524

1.

19

T

9,53

8

498

57

2

.871

0

C

1128

- W

ALS

ING

HA

M R

D: (

ALT

19

| SE

MIN

OLE

BLV

D -

to-

113T

H S

T N

) C

R

09

SC

2U

D

.501

2.00

T

12

,602

658

55

9

1.17

7 2

F

1129

- W

ALS

ING

HA

M R

D: (

113T

H S

T N

-to

- U

LME

RT

ON

RD

) C

R

07

SM

C

2U

D

1.

250

1.

60

T

12,6

02

65

8

572

1.

150

2

F

1131

- W

ES

T B

AY

DR

: (M

ISS

OU

RI A

VE

-to

- C

LWT

R-L

AR

GO

RD

) LA

07

S

A

4D

D

.5

35

3.

74

T

44,0

00

2,

299

1,

683

1.

366

2

F

1132

- W

ES

T B

AY

DR

: (C

LWT

R-L

AR

GO

RD

-to

- IN

DIA

N R

OC

KS

RD

) C

R

07

SA

4D

D

1.26

6

3.16

T

22

,103

1,15

5

1,68

3

.686

0

C

1140

- W

ILC

OX

RD

| 13

0TH

AV

E: (

ULM

ER

TO

N R

D -

to-

IND

IAN

RO

CK

S R

D)

CR

07

N

C

2U

D

1.

386

.0

0

T

4,

015

21

0

1,44

0

.146

0

B

Fac

Typ

e:

"F

"=F

reew

ay, "

SA

"=S

igna

lized

Art

eria

l, "S

C"=

Sig

naliz

ed C

olle

ctor

, "S

MC

"=S

igna

lized

Col

leco

tor

(Maj

or),

"N

A"=

Non

-Sig

naliz

ed A

rter

ial,

"NC

"=N

on-S

igna

lized

Col

lect

or, "

NM

C"=

Non

-Sig

naliz

ed C

olle

ctor

(M

ajor

)

L

OS

Met

h:

Ab

bre

viat

ion

s: "

Fac

"=F

acili

ty, "

V:C

ap"=

Vol

ume

to P

hysi

cal

Def

: "1

"=V

/C R

atio

>=

.9 a

nd L

OS

=A

, LO

S=

B, L

OS

=C

or

LOS

=D

"2

"=V

/C R

atio

>=

.9 a

nd L

OS

=E

or

LOS

=F

"A

"=A

pCal

c, "

H"=

Con

cept

ual,

"T"=

Gen

eral

Tab

les

26


Since the first edition of this Level of Service Report in 1994, it has been utilized by local governments in Pinellas County as a data source to identify roads within their jurisdictions operating under substandard level of service conditions. Local concurrency systems applied by local governments require development projects impacting these roads to address their impacts as part of their site plan approval. The 2011 Community Planning Act eliminated State mandated transportation concurrency in Florida. In response to this legislation, the MPO endorsed the Pinellas County Mobility Plan in 2013. The Mobility Plan provides a framework for a coordinated multi-modal approach to managing the traffic impacts of development projects as a replacement for local transportation concurrency systems. The Plan calls for establishing a tiered development review approach requiring larger scale projects adding new trips to the surrounding road network to implement transportation management plans (TMPs) as credit toward their impact fee assessment. Transportation management plans include strategies such as trail, sidewalk, bus stop and intersection improvements or trip reduction programs such as vanpooling or telecommuting. Smaller scale projects with limited impact on the transportation system only require payment of an impact fee commensurate with the number of new trips they generate. The Plan is also intended to ensure consistency between County and municipal site plan review processes as they pertain to reviewing and managing the traffic impacts of development projects while increasing mobility for all users of the transportation system.

Section 4:

Support for Local Government and Development Review

Transportation management plan requirements apply to development projects that impact major roads identified as deficient. They also apply to projects causing level of service conditions to degrade on roads that are not identified as deficient. The Mobility Plan identifies “deficient roads” as facilities operating at peak hour level of service E or F and/or volume to capacity ratios of 0.9 or greater. In order to identify deficient facilities, the Mobility Plan will rely on the Level of Service Report for its implementation. Implementation of the Mobility Plan in Pinellas County requires the amendment of the countywide Transportation Impact Fee Ordinance as well as local comprehensive plans and land development codes. It is anticipated that these amendments will occur in 2016. Until the necessary amendments are adopted, local governments will continue to implement transportation concurrency in accordance with their comprehensive plans.

27


1. Purpose The purpose of a traffic impact study is to identify the poten-tial impacts of new development on the major road network and to assist local governments in their efforts to manage these impacts through their site plan review processes. This methodology is intended to define the requirements and pro-cedures for submission of a traffic impact study in Pinellas County while providing an equitable, consistent and system-atic means of determining the impact of proposed develop-ment projects. 2. Applicability The requirements, procedures and methodology contained in this report shall apply to all site plans where a traffic study is required by the presiding local government. 3. Study Contents

a. Description and location of project, current and pro-posed zoning, parcel identification number, address and size of the project.

b. Identification of traffic impact study area, described as all segments on the major road network that are impacted by the project’s generated traffic at a level equal to or greater than one percent (1.0%) of the maximum service volume of peak hour level of ser-vice D up to a maximum radius of two miles from the project site boundaries.

c. Inventory of existing conditions (including listing of all segments within the study area, existing traffic volumes and identification of roadway characteris-tics).

d. Local governments may apply percent new trip and capture rates from corresponding land use category in the fee schedule of the Pinellas County Trans-portation Impact Fee Ordinance. Otherwise, the applicant would need to provide this information in the study.

e. Traffic distribution and assignment methodology. f. Projected traffic volumes within the study area. g. Intersection analysis as deemed necessary by the

local government. h. Improvement needs for roads and/or other trans-

portation facilities (identification of proposed im-provements and cost).

i. Internal site circulation and access needs. j. Appendix (as applicable to the specific traffic impact

study) including information listed below. 1. Traffic count data 2. Trip generation, internal and adjacent street capture worksheets 3. Trip distribution and assignment worksheets 4. Intersection capacity analysis worksheets 5. Link capacity analysis 6. Computerized modeling documentation 7. Other analysis worksheets

4. Traffic Impact Area

The following procedure will be used to determine the extent of the Traffic Impact Area. Peak hour traffic attributable to the development

will be assigned to all segments on the ma-jor road network that are impacted by the development traffic at a level equal to or greater than one percent (1.0%) of the max-imum service volume of peak hour level of service D up to a maximum radius of two miles from the project site boundaries.

Additional impacted segments, over and above those required in this section may be added to the study network when determined by the local government to be necessary to adequately address the impacts of the de-velopment project.

Phased projects will be required to perform a traffic study which analyzes both the impact of the phase(s) and the ultimate build out of the entire project. The analysis of the total build out of the project will be performed as part of the site plan review for the first phase of the project to assess the ultimate transportation needs of the entire project, but shall not be used as a basis for deter-mining whether the project complies with local site plan requirements.

The methodology for performing the analysis shall be based on the following:

The study area of the total build out of the

project will be determined by the extent of all impacted segments for the total project, including future phases and phases that were previously approved.

Projects that consist of an expansion or an addition to existing development will be analyzed based upon the cumulative impact of all development on the site.

5. The projected traffic will be assigned only to the fol-

lowing roadways:

a. Shown on the major road network (i.e., functional-ly classified as arterials and collector facilities);

b. Proposed for inclusion as part of the major road network and scheduled for construction within the first three (3) years of the MPO’s Transportation Improvement Program or local capital improvements elements; and

MPO TRAFFIC IMPACT STUDY METHODOLOGY

28



c. Scheduled for completion prior to the initial date of project impact on the roadway, if such roadway or improvement is to be com-pleted pursuant to a local government devel-opment agreement or binding contract and proposed for inclusion as part of the major road network.

6. Traffic Counts

a. Traffic count data used should be consistent with the MPO Level of Service Report. The data and procedures shown below shall apply for studies relying on independent sources for this information.

1. Provide segment traffic counts, by direc-

tion, for a minimum of seventy-two (72) consecutive hours between 12:00 p.m. Monday and 12:00 p.m. Friday. Legal holi-days or other days as specified by the local government shall be excluded. Fri-day, weekend, or holiday counts may be required for land uses active on week-ends, as determined by the local govern-ment.

2. The data should include a summary of traffic volumes by direction in fifteen (15) minute increments. The a.m., p.m. and other peak hours should be identified as well as the peak hour-to-daily traffic ratio and peak hour directional split. The aver-age daily traffic counts will be adjusted to annual average daily traffic (AADT) using appropriate FDOT seasonal adjustment factors and truck axle adjustment factors.

3. The peak hour segment volume will be determined by applying the approved K-factor for that segment to the AADT vol-ume. All data will be subject to review and acceptance by the local government.

b. The applicant shall provide intersection turning

movement counts if deemed necessary by the local government. These turning movement counts shall be made on one (1) typical week-day (Tuesday, Wednesday or Thursday) from 7:00 a.m. to 9:00 a.m., and 4:00 p.m. to 6:00 p.m., or as otherwise specified. Legal holidays or other days, as specified by the local govern-ment, shall be excluded.

Friday, weekend, or holiday turning movement counts may be required for development proposals for land uses active on weekends, as determined by the local government. The data will include a summary of traffic volumes in fifteen (15) minute increments, with a.m., p.m. and other peak hours being identified.

All data will be subject to review and ac-ceptance by the local government.

7. Trip Generation

a. Each traffic impact study will list all project land uses, applicable ITE land use code, building size(s) and/or dwelling units.

b. Traffic impact study data from a similar land use previously approved by a local government, or the MPO in Pinellas County.

c. A site specific trip generation study of the same type or similar land use shall be conducted at three (3) separate similar land use sites. The survey data will be collected for at least a contin-uous seventy-two (72) hour period between Mon-day 6:00 p.m. and Friday at 6:00 a.m., or as oth-erwise determined by the local government. Le-gal holidays or other days specified by the local government will be excluded. Selection of other trip generation study times will be made when it is determined by the local government that col-lection of the data between the above times will not result in a reasonable estimation of the trip generation characteristics of the proposed land use. The data will include the following:

1. Summary of traffic count data by fifteen (15)

minute increments; 2. Average daily volume, volume during the a.m.

and p.m. peak hours of the adjacent street; 3. The accuracy of the traffic counts will be veri-

fied by performing manual counts and com-paring them to machine count volumes twice daily, once in the a.m. and once in the p.m. for each day of the traffic counts; and

4. All data will be subject to review and ac-ceptance by the local government. This re-view will be based on currently accepted traffic engineering principals.

8. Percent New Trips

a. The percent new trips factor represents the percent by which the trip rate is multiplied to account for only those new trips that are added to the roadway by the proposed development. Thus, diverted or secondary trips going to the proposed development should not be included in the trip total.

b. Each traffic impact study will list all land uses, appli-cable ITE land use code, building size and/or num-ber of dwelling units.

c. Allowable sources for the percent new trips factor for each land use are listed below: 1. The percent new trips factor identified in the

Pinellas County Transportation Impact Fee Ordinance.

29



2. Percent new trips factor from a previously approved study of a similar land use or a published study as approved by a local government or the MPO.

3. A site specific origin/destination survey of an identical or similar land use as ap-proved by a local government or the MPO in Pinellas County. a. The origin/destination survey shall

collect, at a minimum, the following information: 1. Date 2. Location 3. Time of Interview 4. Time of the interviewee trip 5. From where the interviewee trip

began immediately prior to arriving (e.g., home, work, retail site, other location).

6. The city, area or zip code where the trip began (i.e., the last desti-nation before arriving at the site being studied).

7. The nearest intersecting streets closest to the location of where the trip began (i.e., the last destination before arriving at the site being studied).

8. Where the interviewee trip will end immediately upon leaving home, work, retail site, other location.

9. The city, area or zip code nearest the trip’s next destination

10. The nearest intersecting streets closest to the trip’s next destina-tion.

b. The location of each origin and des-tination should be plotted graphically on a map and the trip lengths calcu-lated. To determine whether the trip is to be considered a new trip, a rec-tangle will be drawn on the map in such a manner so as to locate the origin of the trip in one (1) corner and the destination of the trip in the opposite corner. If the interview loca-tion is outside the rectangle, the trip is considered to be a new trip and if the interview site is inside the rec-tangle, then the trip is not classified as a new trip. The percent new trips are computed by dividing the num-ber of new trips by the total number of trips generated by the site.

c. Copies of the original surveys and maps indicating trip ends will be submitted as part of the study. All data will be subject to review and acceptance by the local govern-ment. This review will be based on currently accepted traffic engineer-ing principles.

9. Traffic Distribution and Assignment

a. The distribution and assignment of project traffic shall be made in accordance with the procedures listed below and in conformity with accepted traf-fic engineering principles, such as those docu-mented in NCHRP Report 187, “Quick-Response Urban Travel Estimation Techniques and Trans-ferable Parameters - Users Guide”. 1. Use of a gravity model as approved by the

local government. 2. Observations of similar developments in the

vicinity of the proposed development. 3. Traffic distribution may be based upon a

previously approved traffic impact study of a similar land use in the vicinity of the pro-posed development. Such use of a prior study must be justified based upon sound traffic engineering principles and techniques and approved for use by the local govern-ment.

b. The traffic distribution and assignment tech-nique must be approved by the local govern-ment. Local government review shall be based on currently accepted traffic engineering princi-ples.

10. Internal Capture

a. The use of an internal capture factor will be allowed for certain types and sizes of mixed-use developments.

b. Allowable sources for internal capture rates are identified below. 1. The internal capture rate from a previous

traffic impact study of a similar land use approved by a local government or the MPO.

2. The internal capture rates or equations con-tained in the most recent version of the ITE Trip Generation Handbook as ap-proved for use by the local government.

30



3. A site specific internal capture study of the same type or similar development ap-proved by the local government. Such a site specific study will be conducted at three (3) separate similar land use sites. The survey data will be collected for at least a two consecutive hour period each day for three (3) days between Tuesday at 12:00 p.m. and Thursday at 8:00 p.m., or as otherwise determined by the local gov-ernment. Legal holidays or other days specified by the local government will be excluded. Selection of other internal cap-ture study times will be made when it is determined by the local government that collection of the data between the above times will not result in a reasonable esti-mation of the internal capture characteris-tics of the proposed project.

The data will include a summary of inter-nal capture data by fifteen (15) minute increments during the p.m. peak hours of the adjacent street. All data will be subject to review and acceptance by the local government. This review will be based on currently accepted traffic engineering prin-cipals.

c. Requests for use of internal capture factors other than those identified above must be submitted along with justification to the local government. All data will be subject to review and acceptance by the local government. This review will be based on currently accepted traffic engineering principles.

d. The total internal capture trip ends shall not exceed twenty-five percent (25%) of the gross project trip ends. 11. Intersection Analysis

a. An intersection analysis must be performed on each major intersection (including signalized in-tersections, unsignalized intersections and those proposed to be signalized), where the total peak hour traffic volume on one (1) or more links form-ing a leg of the intersection is projected to equal or exceed ninety percent (90%) of the maximum service volume of peak hour level of service D for any phase of the project for which approval is being sought.

b. The procedure for performing an intersection anal-ysis will be based upon the methodology con-tained in the most recent edition of the Highway Capacity Manual, Transportation Research Board Special Report 209, or other professionally ac-cepted methodology. Any questions, issues or methodology other than that referenced in the above publication will be subject to the review and approval by the local government.

c. For each intersection at which the total traffic results in a level of service below peak hour level of service D, the applicant will recommend im-provements to the intersection analysis by includ-ing: 1. Printouts and worksheets for all highway ca-

pacity analysis performed on the intersec-tions or roadway links;

2. Copies of any traffic counts performed or used in the analysis, including the source of count data;

3. Documentation of any assumptions used in the analysis including trip generation data, if not already specified for the analysis;

4. Turning movement volumes and documenta-tion of methodology used to project existing, prior vested and project traffic; and

5. Any other applicable data or information.

12. Segment Analysis

a. A segment capacity analysis may be performed to review signal spacing and timing, as well as signal coordination. Such segment capacity anal-ysis shall be performed in accordance with ac-cepted traffic engineering principles and tech-niques using such computer software programs as the Highway Capacity Software, ART_TAB, ART_PLAN, Transyt-7F, Passer II, or Traf_Netsim at the discretion of the local govern-ment.

b. A travel study may be performed to determine the operating speed and corresponding level of ser-vice at which the roadway is operating. The methodology for conducting a travel time study, including the number of sample runs, time peri-ods, and length of the relevant roadway link, must be submitted in writing and receive approval by the local government prior to conducting the study.

31


Section 5:

Roadway Improvement Constraints

Constrained Facilities Constrained facilities are county and municipal roadways that cannot be expanded as necessary to alleviate a substandard level of service (LOS) condition due to a policy or physical constraint. In Pinellas County, 286 major roadway network lane miles have been designated as a constrained facility with no improvements scheduled or planned. The 286 lane miles were based upon existing conditions in 2014.

In 2006, the Pinellas County Metropolitan Organization (MPO) initiated an effort to develop countywide standards for local concurrency management systems. These applied to LOS Standards, methodologies for review of developer-sponsored traffic impact studies and the adoption of a countywide constrained corridors map. Since the Pinellas County MPO is currently working with local governments to develop a countywide mobility plan the anticipated results of this effort will be a replacement of local concurrency management systems. Therefore an updated constrained facilities map as shown on the next page may change in the future.

32


33


Section 6:

Scheduled Improvements

LIST of SCHEDULED ROAD IMPROVEMENTS for 2015 LOS REPORT

Recently Completed, Current & Future Capacity Projects Thru Year 2017/18

Estimated Start of Construction

Year Roadway From To Type of Con-

struction Project Num-ber

Under Construction & Completed during 2014

SR682 / PIN. BAY-WAY E OF GULF BLVD W OF SR679

REPLACE BRIDGE WIDEN TO 4 DIVID-ED

** 2569031

Under Construction during 2014 SR55 / US19HW N OF WHITNEY RD N OF SR60

OVERPASS/FRONTAGE RDS ** 2568811

Under Construction during 2014

SR688 / ULMERTON RD

W OF LK SEMINOLE BYPASS CANAL

E OF WILD ACRES RD

WIDEN TO 6 LANE DIVIDED ** 4091551


SR688 / ULMERTON RD

E OF WILD ACRES RD

EL CENTRO BLVD & RANCHERO BLVD

WIDEN TO 6 LANE DIVIDED ** 4091541

Under Construction during 2014 SR55 / US19HW SUNSET POINT RD

S OF COUNTRY-SIDE BLVD

RECONSTRUCT AND FRONTAGE RDS ** 2568901


SR694 / GANDY BLVD

W OF DR ML KING ST N

E OF 4th STREET N

ADD LANES AND RECONSTRUCT ** 2569312-5201


SR688 / ULMERTON RD E OF 49th ST N W OF 38th ST N

ADD LANES AND RECONSTRUCT ** 2569953

FY – 2014 / 2015 PARK ST / STARKEY RD 84th LANE FLAMEVINE AVE

WIDEN TO 6 LANE DIVIDED *001039A

FY – 2015 / 2016 PARK ST TYRONE BLVD 54th AVE N WIDEN TO 6 LANE DIVIDED *001038A

FY – 2016 / 2017

GATEWAY EXPRESS (118th AVE N / CR296) US19 HWY E OF 28th ST N

RECONSTRUCT AND NEW MAIN ROAD **4338801

FY – 2016 / 2017 GATEWAY EXPRESS (SR686 and 44th ST) 118th AVE N / CR296 BAYSIDE BRIDGE

RECONSTRUCT AND NEW MAIN ROAD **4338801

NOTE: The above listed items are transportation projects that are expected to improve the level of ser-vice for monitored roadway facilities. Only transportation projects scheduled for construction within the next three years that are anticipated to increase roadway capacity are listed. Also, due to utilizing generalized ta-bles and GIS for LOS analysis some projects such as intersection improvements, auxiliary lanes, add-on/drop-off lanes, frontage roads, ramps, and ITS devices are not included. Prepared by the Pinellas County MPO

* County & City Projects

** State Projects

34


Section 6:

Scheduled Improvements (continued)

Note: The improvements listed on the previous page are transportation projects that are expected to improve the level of service for roadway facilities. Only transportation projects scheduled for construction within the next three years that are anticipated to increase roadway capacity are listed.

Map shows estimated start of construction year: Under const. & completed in 2014 Under construction in 2014 Construction start expected 2014/15 Construction start expected 2015/16 Construction start expected 2016/17

35


Section 6:

Scheduled Improvements (continued)

Planning for the Future Using the assistance of computer based scenario analysis tools, the Pinellas County Metropolitan Planning Organization is able to project the performance of the roadway network into any future year. Scenario analysis tools were used to create the LOS and V/C Ratio maps with scheduled improvements on the following pages. The maps depict how the roadway network is expected to perform after all improvements scheduled thru 2017/2018 have been completed.

36


37


38


Contact Information

The Pinellas County Metropolitan Planning Organization 310 Court Street Clearwater, Florida 33756 Phone (727) 464-5649 Fax (727) 464-8201 Website: www.pinellascounty.org/mpo Color hard copy available upon request. American Disabilities Act Statement: Should an impaired user of this document have difficulty ob-taining any part of the information, please contact our office and we will make it available in a alterna-tive format.

Documents

Pinellas County Metropolitan Planning Organization · · 2015-10-22Pinellas County Metropolitan Planning Organization . ... and a map illustrating deficient LOS existing conditions