APPENDIX F: Intersection Capacity Analysis Worksheets (under separate cover)

Existing

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 1

Lane

Gro

upEB

LEB

TW

BTW

BRSB

LSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

345

2215

720

8024

031

0Fu

ture V

olume

(vph

)34

522

1572

080

240

310

Lane

Gro

up F

low (v

ph)

359

2307

750

8325

032

3Tu

rn T

ype

pm+p

tNA

NAPe

rmPr

otPe

rmPr

otecte

d Pha

ses

52

64

Perm

itted P

hase

s2

64

Detec

tor P

hase

52

66

44

Switc

h Pha

seMi

nimum

Initia

l (s)

4.04.0

4.04.0

4.04.0

Minim

um S

plit (

s)9.0

23.0

23.0

23.0

23.0

23.0

Total

Spli

t (s)

16.0

80.0

64.0

64.0

40.0

40.0

Total

Spli

t (%

)13

.3%66

.7%53

.3%53

.3%33

.3%33

.3%Ye

llow

Time (

s)3.0

4.04.0

4.04.0

4.0Al

l-Red

Tim

e (s)

2.03.0

3.03.0

3.03.0

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

5.07.0

7.07.0

7.07.0

Lead

/Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sRe

call M

ode

None

C-Mi

nC-

Min

C-Mi

nMi

nMi

nv/c

Rati

o0.6

80.8

90.4

30.0

90.7

60.6

2Co

ntrol

Delay

14.2

21.5

16.6

4.460

.312

.2Qu

eue D

elay

0.00.0

0.00.0

0.00.0

Total

Dela

y14

.221

.516

.64.4

60.3

12.2

Queu

e Len

gth 50

th (m

)28

.220

5.471

.26.3

59.3

6.9Qu

eue L

ength

95th

(m)

52.5

#334

.311

3.011

.182

.132

.9Int

erna

l Link

Dist

(m)

257.6

1140

.429

7.2Tu

rn B

ay Le

ngth

(m)

120.0

75.0

135.0

Base

Cap

acity

(vph

)53

125

7917

4489

649

663

7St

arva

tion C

ap R

educ

tn0

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

Stor

age C

ap R

educ

tn0

00

00

0Re

duce

d v/c

Ratio

0.68

0.89

0.43

0.09

0.50

0.51

Inter

secti

on S

umma

ryCy

cle Le

ngth:

120

Actua

ted C

ycle

Leng

th: 12

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBTL

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 8

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

3: Du

ndas

St W

& T

rema

ine R

d

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 2

Move

ment

EBL

EBT

WBT

WBR

SBL

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)34

522

1572

080

240

310

Futur

e Volu

me (v

ph)

345

2215

720

8024

031

0Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)5.0

7.07.0

7.07.0

7.0La

ne U

til. F

actor

1.00

*1.00

0.95

1.00

1.00

1.00

Frt

1.00

1.00

1.00

0.85

1.00

0.85

Flt P

rotec

ted0.9

51.0

01.0

01.0

00.9

51.0

0Sa

td. F

low (p

rot)

1736

3689

3252

1599

1805

1553

Flt P

ermi

tted

0.29

1.00

1.00

1.00

0.95

1.00

Satd.

Flow

(per

m)53

836

8932

5215

9918

0515

53Pe

ak-h

our f

actor

, PHF

0.96

0.96

0.96

0.96

0.96

0.96

Adj. F

low (v

ph)

359

2307

750

8325

032

3RT

OR R

educ

tion (

vph)

00

039

023

7La

ne G

roup

Flow

(vph

)35

923

0775

044

250

86He

avy V

ehicl

es (%

)4%

3%11

%1%

0%4%

Turn

Typ

epm

+pt

NANA

Perm

Prot

Perm

Prote

cted P

hase

s5

26

4Pe

rmitte

d Pha

ses

26

4Ac

tuated

Gre

en, G

(s)

83.9

83.9

64.3

64.3

22.1

22.1

Effec

tive G

reen

, g (s

)83

.983

.964

.364

.322

.122

.1Ac

tuated

g/C

Ratio

0.70

0.70

0.54

0.54

0.18

0.18

Clea

ranc

e Tim

e (s)

5.07.0

7.07.0

7.07.0

Vehic

le Ex

tensio

n (s)

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)52

125

7917

4285

633

228

6v/s

Rati

o Pro

t0.0

8c0

.630.2

3c0

.14v/s

Rati

o Per

m0.4

00.0

30.0

6v/c

Rati

o0.6

90.8

90.4

30.0

50.7

50.3

0Un

iform

Dela

y, d1

8.514

.516

.813

.346

.442

.3Pr

ogre

ssion

Fac

tor1.0

01.0

00.8

71.1

41.0

01.0

0Inc

reme

ntal D

elay,

d23.8

5.30.8

0.19.3

0.6De

lay (s

)12

.319

.815

.415

.355

.742

.9Le

vel o

f Ser

vice

BB

BB

ED

Appr

oach

Dela

y (s)

18.8

15.4

48.5

Appr

oach

LOS

BB

D

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y22

.3HC

M 20

00 Le

vel o

f Ser

vice

CHC

M 20

00 V

olume

to C

apac

ity ra

tio0.9

1Ac

tuated

Cyc

le Le

ngth

(s)

120.0

Sum

of los

t time

(s)

19.0

Inter

secti

on C

apac

ity U

tiliza

tion

86.2%

ICU

Leve

l of S

ervic

eE

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 3

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTW

BRNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

290

1730

300

300

515

130

150

645

370

290

645

115

Futur

e Volu

me (v

ph)

290

1730

300

300

515

130

150

645

370

290

645

115

Lane

Gro

up F

low (v

ph)

299

1784

309

309

531

134

155

665

381

299

665

119

Turn

Typ

ePr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

52

16

74

38

Perm

itted P

hase

s2

64

8De

tector

Pha

se5

22

16

67

44

38

8Sw

itch P

hase

Minim

um In

itial (s

)8.0

15.0

15.0

8.015

.015

.08.0

15.0

15.0

8.015

.015

.0Mi

nimum

Spli

t (s)

14.0

47.0

47.0

14.0

47.0

47.0

14.0

51.0

51.0

14.0

51.0

51.0

Total

Spli

t (s)

20.0

72.0

72.0

20.0

72.0

72.0

16.0

32.0

32.0

16.0

32.0

32.0

Total

Spli

t (%

)14

.3%51

.4%51

.4%14

.3%51

.4%51

.4%11

.4%22

.9%22

.9%11

.4%22

.9%22

.9%Ye

llow

Time (

s)3.0

4.04.0

3.04.0

4.03.0

4.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

2.03.0

3.02.0

3.03.0

2.03.0

3.02.0

3.03.0

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

5.07.0

7.05.0

7.07.0

5.07.0

7.05.0

7.07.0

Lead

/Lag

Lead

Lag

Lag

Lead

Lag

Lag

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

C-Mi

nC-

Min

None

C-Mi

nC-

Min

None

Min

Min

None

Min

Min

v/c R

atio

0.82

0.81

0.38

0.88

0.26

0.19

0.61

0.77

0.92

0.81

0.64

0.30

Contr

ol De

lay87

.117

.43.2

89.6

24.2

7.073

.562

.157

.877

.554

.910

.1Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y87

.117

.43.2

89.6

24.2

7.073

.562

.157

.877

.554

.910

.1Qu

eue L

ength

50th

(m)

39.8

117.7

12.2

0.025

.70.2

22.7

65.0

60.3

45.0

66.5

0.0Qu

eue L

ength

95th

(m)

#65.4

125.4

15.2

#75.5

44.3

m14.7

35.2

79.8

#121

.5#8

3.583

.417

.8Int

erna

l Link

Dist

(m)

3035

.976

0.552

7.924

3.9Tu

rn B

ay Le

ngth

(m)

150.0

135.0

180.0

200.0

85.0

75.0

130.0

135.0

Base

Cap

acity

(vph

)37

023

3884

035

321

5075

326

890

342

437

010

3840

3St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

0Re

duce

d v/c

Ratio

0.81

0.76

0.37

0.88

0.25

0.18

0.58

0.74

0.90

0.81

0.64

0.30

Inter

secti

on S

umma

ryCy

cle Le

ngth:

140

Actua

ted C

ycle

Leng

th: 14

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

EBT

and 6

:WBT

, Star

t of G

reen

Natur

al Cy

cle: 1

40Co

ntrol

Type

: Actu

ated-

Coor

dinate

d#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.m

Volu

me fo

r 95th

perce

ntile

queu

e is m

etere

d by u

pstre

am si

gnal.

Splits

and P

hase

s:

5: Ap

pleby

Line

& D

unda

s St W

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 4

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)29

017

3030

030

051

513

015

064

537

029

064

511

5Fu

ture V

olume

(vph

)29

017

3030

030

051

513

015

064

537

029

064

511

5Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)5.0

7.07.0

5.07.0

7.05.0

7.07.0

5.07.0

7.0La

ne U

til. F

actor

0.97

0.91

1.00

0.97

0.91

1.00

0.97

*0.95

1.00

0.97

*0.91

1.00

Frpb

, ped

/bike

s1.0

01.0

00.9

81.0

01.0

01.0

01.0

01.0

00.9

91.0

01.0

00.9

8Flp

b, pe

d/bike

s1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

01.0

0Fr

t1.0

01.0

00.8

51.0

01.0

00.8

51.0

01.0

00.8

51.0

01.0

00.8

5Flt

Pro

tected

0.95

1.00

1.00

0.95

1.00

1.00

0.95

1.00

1.00

0.95

1.00

1.00

Satd.

Flow

(pro

t)34

3350

3615

2832

7346

3114

6833

6750

6115

3133

3550

3615

01Flt

Per

mitte

d0.9

51.0

01.0

00.9

51.0

01.0

00.9

51.0

01.0

00.9

51.0

01.0

0Sa

td. F

low (p

erm)

3433

5036

1528

3273

4631

1468

3367

5061

1531

3335

5036

1501

Peak

-hou

r fac

tor, P

HF0.9

70.9

70.9

70.9

70.9

70.9

70.9

70.9

70.9

70.9

70.9

70.9

7Ad

j. Flow

(vph

)29

917

8430

930

953

113

415

566

538

129

966

511

9RT

OR R

educ

tion (

vph)

00

137

00

750

015

30

094

Lane

Gro

up F

low (v

ph)

299

1784

172

309

531

5915

566

522

829

966

525

Confl

. Ped

s. (#

/hr)

44

32

23

Heav

y Veh

icles

(%)

2%3%

4%7%

12%

10%

4%7%

4%5%

3%6%

Turn

Typ

ePr

otNA

Perm

Prot

NAPe

rmPr

otNA

Perm

Prot

NAPe

rmPr

otecte

d Pha

ses

52

16

74

38

Perm

itted P

hase

s2

64

8Ac

tuated

Gre

en, G

(s)

14.8

61.5

61.5

15.1

61.8

61.8

10.5

23.8

23.8

15.6

28.9

28.9

Effec

tive G

reen

, g (s

)14

.861

.561

.515

.161

.861

.810

.523

.823

.815

.628

.928

.9Ac

tuated

g/C

Ratio

0.11

0.44

0.44

0.11

0.44

0.44

0.08

0.17

0.17

0.11

0.21

0.21

Clea

ranc

e Tim

e (s)

5.07.0

7.05.0

7.07.0

5.07.0

7.05.0

7.07.0

Vehic

le Ex

tensio

n (s)

3.03.0

3.03.0

3.03.0

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)36

222

1267

135

320

4464

825

286

026

037

110

3930

9v/s

Rati

o Pro

t0.0

9c0

.35c0

.090.1

10.0

50.1

3c0

.090.1

3v/s

Rati

o Per

m0.1

10.0

4c0

.150.0

2v/c

Rati

o0.8

30.8

10.2

60.8

80.2

60.0

90.6

20.7

70.8

80.8

10.6

40.0

8Un

iform

Dela

y, d1

61.3

34.1

24.8

61.5

24.7

22.8

62.8

55.5

56.7

60.7

50.8

44.8

Prog

ress

ion F

actor

1.16

0.43

0.36

1.09

0.98

1.96

1.00

1.00

1.00

1.00

1.00

1.00

Incre

menta

l Dela

y, d2

12.4

2.80.8

19.0

0.30.2

4.44.4

26.6

12.0

1.40.1

Delay

(s)

83.3

17.4

9.885

.824

.444

.867

.259

.983

.372

.852

.244

.9Le

vel o

f Ser

vice

FB

AF

CD

EE

FE

DD

Appr

oach

Dela

y (s)

24.7

46.7

68.2

57.0

Appr

oach

LOS

CD

EE

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y43

.9HC

M 20

00 Le

vel o

f Ser

vice

DHC

M 20

00 V

olume

to C

apac

ity ra

tio0.8

3Ac

tuated

Cyc

le Le

ngth

(s)

140.0

Sum

of los

t time

(s)

24.0

Inter

secti

on C

apac

ity U

tiliza

tion

84.2%

ICU

Leve

l of S

ervic

eE

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 5

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

360

1455

515

135

500

190

710

145

250

1055

145

Futur

e Volu

me (v

ph)

360

1455

515

135

500

190

710

145

250

1055

145

Lane

Gro

up F

low (v

ph)

371

1500

531

139

706

196

732

149

258

1088

149

Turn

Typ

epm

+pt

NAPe

rmpm

+pt

NAPr

otNA

Perm

pm+p

tNA

Perm

Prote

cted P

hase

s5

21

67

43

8Pe

rmitte

d Pha

ses

22

64

88

Detec

tor P

hase

52

21

67

44

38

8Sw

itch P

hase

Minim

um In

itial (s

)7.0

20.0

20.0

7.020

.010

.010

.010

.07.0

10.0

10.0

Minim

um S

plit (

s)11

.044

.044

.011

.044

.014

.044

.044

.011

.044

.044

.0To

tal S

plit (

s)15

.048

.048

.012

.045

.015

.047

.047

.013

.045

.045

.0To

tal S

plit (

%)

12.5%

40.0%

40.0%

10.0%

37.5%

12.5%

39.2%

39.2%

10.8%

37.5%

37.5%

Yello

w Tim

e (s)

3.04.0

4.03.0

4.03.0

4.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

1.03.0

3.01.0

3.01.0

3.03.0

1.03.0

3.0Lo

st Tim

e Adju

st (s)

-2.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)2.0

7.07.0

4.07.0

4.07.0

7.04.0

7.07.0

Lead

/Lag

Lead

Lag

Lag

Lead

Lag

Lead

Lag

Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sYe

sRe

call M

ode

None

C-Mi

nC-

Min

None

C-Mi

nNo

neMi

nMi

nNo

neMi

nMi

nv/c

Rati

o0.9

40.8

90.8

00.9

00.4

70.6

70.6

30.2

60.9

10.9

80.2

6Co

ntrol

Delay

54.9

42.2

32.0

74.3

27.6

64.5

36.8

5.753

.758

.35.5

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y54

.942

.232

.074

.327

.664

.536

.85.7

53.7

58.3

5.5Qu

eue L

ength

50th

(m)

61.8

146.1

100.9

21.9

54.5

24.5

80.2

0.039

.3~1

41.8

7.4Qu

eue L

ength

95th

(m)

#111

.414

7.178

.5#5

5.565

.837

.510

1.714

.7#7

0.1#1

91.5

8.3Int

erna

l Link

Dist

(m)

211.1

1764

.440

1.044

4.8Tu

rn B

ay Le

ngth

(m)

110.0

95.0

130.0

175.0

80.0

200.0

100.0

Base

Cap

acity

(vph

)39

417

0466

915

515

1330

011

5758

028

511

0757

3St

arva

tion C

ap R

educ

tn0

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

00

00

Redu

ced v

/c Ra

tio0.9

40.8

80.7

90.9

00.4

70.6

50.6

30.2

60.9

10.9

80.2

6

Inter

secti

on S

umma

ryCy

cle Le

ngth:

120

Actua

ted C

ycle

Leng

th: 12

0Of

fset: 6

2 (52

%),

Refer

ence

d to p

hase

2:EB

TL an

d 6:W

BTL,

Star

t of G

reen

Natur

al Cy

cle: 1

15Co

ntrol

Type

: Actu

ated-

Coor

dinate

d~

Volu

me ex

ceed

s cap

acity

, que

ue is

theo

retic

ally i

nfinit

e.

Que

ue sh

own i

s max

imum

after

two c

ycles

.#

95th

perce

ntile

volum

e exc

eeds

capa

city,

queu

e may

be lo

nger

.

Que

ue sh

own i

s max

imum

after

two c

ycles

.

Splits

and P

hase

s:

8: Br

onte

Rd &

Dun

das S

t W

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 6

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)36

014

5551

513

550

018

519

071

014

525

010

5514

5Fu

ture V

olume

(vph

)36

014

5551

513

550

018

519

071

014

525

010

5514

5Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)2.0

7.07.0

4.07.0

4.07.0

7.04.0

7.07.0

Lane

Util.

Fac

tor1.0

00.9

11.0

01.0

00.9

10.9

70.9

51.0

01.0

00.9

51.0

0Fr

pb, p

ed/bi

kes

1.00

1.00

0.99

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Flpb,

ped/b

ikes

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Frt

1.00

1.00

0.85

1.00

0.96

1.00

1.00

0.85

1.00

1.00

0.85

Flt P

rotec

ted0.9

51.0

01.0

00.9

51.0

00.9

51.0

01.0

00.9

51.0

01.0

0Sa

td. F

low (p

rot)

1769

4988

1548

1492

4606

3273

3471

1442

1703

3438

1468

Flt P

ermi

tted

0.29

1.00

1.00

0.11

1.00

0.95

1.00

1.00

0.24

1.00

1.00

Satd.

Flow

(per

m)54

549

8815

4816

746

0632

7334

7114

4243

634

3814

68Pe

ak-h

our f

actor

, PHF

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

Adj. F

low (v

ph)

371

1500

531

139

515

191

196

732

149

258

1088

149

RTOR

Red

uctio

n (vp

h)0

014

10

560

00

990

010

1La

ne G

roup

Flow

(vph

)37

115

0039

013

965

00

196

732

5025

810

8848

Confl

. Ped

s. (#

/hr)

21

12

Heav

y Veh

icles

(%)

2%4%

3%21

%9%

4%7%

4%12

%6%

5%10

%Tu

rn T

ype

pm+p

tNA

Perm

pm+p

tNA

Prot

NAPe

rmpm

+pt

NAPe

rmPr

otecte

d Pha

ses

52

16

74

38

Perm

itted P

hase

s2

26

48

8Ac

tuated

Gre

en, G

(s)

51.5

40.5

40.5

45.5

37.5

10.8

40.0

40.0

48.2

38.7

38.7

Effec

tive G

reen

, g (s

)54

.540

.540

.545

.537

.510

.840

.040

.048

.238

.738

.7Ac

tuated

g/C

Ratio

0.45

0.34

0.34

0.38

0.31

0.09

0.33

0.33

0.40

0.32

0.32

Clea

ranc

e Tim

e (s)

4.07.0

7.04.0

7.04.0

7.07.0

4.07.0

7.0Ve

hicle

Exten

sion (

s)3.0

3.03.0

3.03.0

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)38

016

8352

215

114

3929

411

5748

027

511

0847

3v/s

Rati

o Pro

tc0

.11c0

.300.0

60.1

40.0

60.2

1c0

.07c0

.32v/s

Rati

o Per

m0.3

40.2

50.2

90.0

30.3

00.0

3v/c

Rati

o0.9

80.8

90.7

50.9

20.4

50.6

70.6

30.1

00.9

40.9

80.1

0Un

iform

Dela

y, d1

27.0

37.7

35.2

29.1

33.0

52.9

33.8

27.6

30.6

40.3

28.5

Prog

ress

ion F

actor

1.07

0.95

1.11

1.02

0.91

1.00

1.00

1.00

0.87

0.90

0.96

Incre

menta

l Dela

y, d2

35.2

6.37.8

49.5

1.05.6

1.10.1

33.9

20.6

0.1De

lay (s

)64

.042

.146

.879

.031

.058

.534

.927

.760

.456

.927

.3Le

vel o

f Ser

vice

ED

DE

CE

CC

EE

CAp

proa

ch D

elay (

s)46

.538

.938

.254

.6Ap

proa

ch LO

SD

DD

D

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y46

.0HC

M 20

00 Le

vel o

f Ser

vice

DHC

M 20

00 V

olume

to C

apac

ity ra

tio0.9

7Ac

tuated

Cyc

le Le

ngth

(s)

120.0

Sum

of los

t time

(s)

22.0

Inter

secti

on C

apac

ity U

tiliza

tion

105.8

%IC

U Le

vel o

f Ser

vice

GAn

alysis

Per

iod (m

in)15

c C

ritica

l Lan

e Gro

up

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 7

Lane

Gro

upEB

LEB

RNB

TSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

155

155

895

1555

Futur

e Volu

me (v

ph)

155

155

895

1555

Lane

Gro

up F

low (v

ph)

165

165

952

1654

Turn

Typ

ePr

otPe

rmNA

NAPr

otecte

d Pha

ses

42

6Pe

rmitte

d Pha

ses

4De

tector

Pha

se4

42

6Sw

itch P

hase

Minim

um In

itial (s

)6.0

6.020

.020

.0Mi

nimum

Spli

t (s)

24.0

24.0

26.0

26.0

Total

Spli

t (s)

30.0

30.0

55.0

55.0

Total

Spli

t (%

)35

.3%35

.3%64

.7%64

.7%Ye

llow

Time (

s)4.0

4.04.0

4.0Al

l-Red

Tim

e (s)

2.02.0

2.02.0

Lost

Time A

djust

(s)0.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

6.06.0

6.06.0

Lead

/Lag

Lead

-Lag

Opti

mize

?Re

call M

ode

Min

Min

C-Mi

nC-

Min

v/c R

atio

0.32

0.60

0.27

0.69

Contr

ol De

lay32

.233

.55.3

10.0

Queu

e Dela

y0.0

0.00.0

0.0To

tal D

elay

32.2

33.5

5.310

.0Qu

eue L

ength

50th

(m)

13.0

20.0

18.4

72.0

Queu

e Len

gth 95

th (m

)20

.437

.230

.612

1.9Int

erna

l Link

Dist

(m)

872.6

369.6

Turn

Bay

Leng

th (m

)10

0.0Ba

se C

apac

ity (v

ph)

932

466

3498

2411

Star

vatio

n Cap

Red

uctn

00

00

Spillb

ack C

ap R

educ

tn0

00

0St

orag

e Cap

Red

uctn

00

00

Redu

ced v

/c Ra

tio0.1

80.3

50.2

70.6

9

Inter

secti

on S

umma

ryCy

cle Le

ngth:

85Ac

tuated

Cyc

le Le

ngth:

85Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBT

and 6

:SBT

, Star

t of G

reen

Natur

al Cy

cle: 6

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Splits

and P

hase

s:

11: B

ronte

Rd &

Hwy

407 E

B Of

f Ram

p

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 8

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)15

50

155

00

00

895

00

1555

0Fu

ture V

olume

(vph

)15

50

155

00

00

895

00

1555

0Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)6.0

6.06.0

6.0La

ne U

til. F

actor

0.97

1.00

0.91

0.95

Frt

1.00

0.85

1.00

1.00

Flt P

rotec

ted0.9

51.0

01.0

01.0

0Sa

td. F

low (p

rot)

3303

1553

4988

3438

Flt P

ermi

tted

0.95

1.00

1.00

1.00

Satd.

Flow

(per

m)33

0315

5349

8834

38Pe

ak-h

our f

actor

, PHF

0.94

0.94

0.94

0.94

0.94

0.94

0.94

0.94

0.94

0.94

0.94

0.94

Adj. F

low (v

ph)

165

016

50

00

095

20

016

540

RTOR

Red

uctio

n (vp

h)0

033

00

00

00

00

0La

ne G

roup

Flow

(vph

)16

50

132

00

00

952

00

1654

0He

avy V

ehicl

es (%

)6%

2%4%

2%2%

2%2%

4%2%

2%5%

2%Tu

rn T

ype

Prot

Perm

NANA

Prote

cted P

hase

s4

26

Perm

itted P

hase

s4

Actua

ted G

reen

, G (s

)13

.413

.459

.659

.6Ef

fectiv

e Gre

en, g

(s)

13.4

13.4

59.6

59.6

Actua

ted g/

C Ra

tio0.1

60.1

60.7

00.7

0Cl

eara

nce T

ime (

s)6.0

6.06.0

6.0Ve

hicle

Exten

sion (

s)4.0

4.07.0

7.0La

ne G

rp C

ap (v

ph)

520

244

3497

2410

v/s R

atio P

rot

0.05

0.19

c0.48

v/s R

atio P

erm

c0.09

v/c R

atio

0.32

0.54

0.27

0.69

Unifo

rm D

elay,

d131

.733

.04.7

7.3Pr

ogre

ssion

Fac

tor1.0

01.0

01.0

01.0

0Inc

reme

ntal D

elay,

d20.5

3.10.2

1.6De

lay (s

)32

.236

.04.9

8.9Le

vel o

f Ser

vice

CD

AA

Appr

oach

Dela

y (s)

34.1

0.04.9

8.9Ap

proa

ch LO

SC

AA

A

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y10

.5HC

M 20

00 Le

vel o

f Ser

vice

BHC

M 20

00 V

olume

to C

apac

ity ra

tio0.6

6Ac

tuated

Cyc

le Le

ngth

(s)

85.0

Sum

of los

t time

(s)

12.0

Inter

secti

on C

apac

ity U

tiliza

tion

62.6%

ICU

Leve

l of S

ervic

eB

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 9

Lane

Gro

upEB

LEB

TW

BLW

BTW

BRNB

LNB

TSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

50

105

520

115

980

1575

Futur

e Volu

me (v

ph)

50

105

520

115

980

1575

Lane

Gro

up F

low (v

ph)

031

5758

1911

910

1016

39Tu

rn T

ype

Perm

NASp

litNA

Perm

pm+p

tNA

NAPr

otecte

d Pha

ses

48

85

26

Perm

itted P

hase

s4

82

Detec

tor P

hase

44

88

85

26

Switc

h Pha

seMi

nimum

Initia

l (s)

4.04.0

6.06.0

6.04.0

20.0

20.0

Minim

um S

plit (

s)20

.020

.024

.024

.024

.08.0

26.0

26.0

Total

Spli

t (s)

25.0

25.0

30.0

30.0

30.0

25.0

55.0

30.0

Total

Spli

t (%

)22

.7%22

.7%27

.3%27

.3%27

.3%22

.7%50

.0%27

.3%Ye

llow

Time (

s)4.0

4.04.0

4.04.0

3.04.0

4.0Al

l-Red

Tim

e (s)

2.02.0

2.02.0

2.01.0

2.02.0

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)6.0

6.06.0

6.04.0

6.06.0

Lead

/Lag

Lead

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sRe

call M

ode

None

None

Min

Min

Min

None

C-Mi

nC-

Min

v/c R

atio

0.18

0.44

0.47

0.08

0.78

0.40

0.55

Contr

ol De

lay2.2

56.3

57.8

0.750

.37.1

16.9

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

Total

Dela

y2.2

56.3

57.8

0.750

.37.1

16.9

Queu

e Len

gth 50

th (m

)0.0

13.0

13.6

0.012

.946

.282

.8Qu

eue L

ength

95th

(m)

0.026

.227

.60.0

34.0

67.5

131.7

Inter

nal L

ink D

ist (m

)97

.033

3.836

9.622

6.1Tu

rn B

ay Le

ngth

(m)

115.0

125.0

Base

Cap

acity

(vph

)29

230

929

039

122

225

2829

85St

arva

tion C

ap R

educ

tn0

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

Redu

ced v

/c Ra

tio0.1

10.1

80.2

00.0

50.5

40.4

00.5

5

Inter

secti

on S

umma

ryCy

cle Le

ngth:

110

Actua

ted C

ycle

Leng

th: 11

0Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBTL

and 6

:SBT

, Star

t of G

reen

Natur

al Cy

cle: 9

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Splits

and P

hase

s:

16: B

ronte

Rd &

Hwy

407 W

B Of

f Ram

p

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 10

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)5

025

105

520

115

980

00

1575

15Fu

ture V

olume

(vph

)5

025

105

520

115

980

00

1575

15Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)6.0

6.06.0

6.04.0

6.06.0

Lane

Util.

Fac

tor1.0

00.9

50.9

10.9

51.0

00.9

50.9

1Fr

t0.8

91.0

00.9

90.8

51.0

01.0

01.0

0Flt

Pro

tected

0.99

0.95

0.96

1.00

0.95

1.00

1.00

Satd.

Flow

(pro

t)15

1514

1713

2713

3490

234

3850

28Flt

Per

mitte

d0.7

00.9

50.9

61.0

00.0

91.0

01.0

0Sa

td. F

low (p

erm)

1075

1417

1327

1334

9034

3850

28Pe

ak-h

our f

actor

, PHF

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

0.97

Adj. F

low (v

ph)

50

2610

85

2111

910

100

016

2415

RTOR

Red

uctio

n (vp

h)0

300

01

170

00

00

0La

ne G

roup

Flow

(vph

)0

10

5757

211

910

100

016

390

Heav

y Veh

icles

(%)

17%

2%9%

21%

60%

15%

100%

5%2%

2%3%

6%Tu

rn T

ype

Perm

NASp

litNA

Perm

pm+p

tNA

NAPr

otecte

d Pha

ses

48

85

26

Perm

itted P

hase

s4

82

Actua

ted G

reen

, G (s

)3.3

10.2

10.2

10.2

78.5

78.5

62.9

Effec

tive G

reen

, g (s

)3.3

10.2

10.2

10.2

78.5

78.5

62.9

Actua

ted g/

C Ra

tio0.0

30.0

90.0

90.0

90.7

10.7

10.5

7Cl

eara

nce T

ime (

s)6.0

6.06.0

6.04.0

6.06.0

Vehic

le Ex

tensio

n (s)

3.03.0

3.03.0

3.03.0

3.0La

ne G

rp C

ap (v

ph)

3213

112

312

314

924

5328

75v/s

Rati

o Pro

t0.0

4c0

.04c0

.080.2

90.3

3v/s

Rati

o Per

mc0

.000.0

0c0

.48v/c

Rati

o0.0

30.4

40.4

60.0

10.8

00.4

10.5

7Un

iform

Dela

y, d1

51.8

47.2

47.3

45.3

20.7

6.415

.0Pr

ogre

ssion

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

0Inc

reme

ntal D

elay,

d20.4

2.32.8

0.025

.00.5

0.8De

lay (s

)52

.249

.550

.145

.445

.76.9

15.8

Leve

l of S

ervic

eD

DD

DD

AB

Appr

oach

Dela

y (s)

52.2

49.2

11.0

15.8

Appr

oach

LOS

DD

BB

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y15

.8HC

M 20

00 Le

vel o

f Ser

vice

BHC

M 20

00 V

olume

to C

apac

ity ra

tio0.7

5Ac

tuated

Cyc

le Le

ngth

(s)

110.0

Sum

of los

t time

(s)

22.0

Inter

secti

on C

apac

ity U

tiliza

tion

60.4%

ICU

Leve

l of S

ervic

eB

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 11

Lane

Gro

upEB

LEB

RNB

TSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

9550

420

625

Futur

e Volu

me (v

ph)

9550

420

625

Lane

Gro

up F

low (v

ph)

103

5445

767

9Tu

rn T

ype

Prot

Perm

NANA

Prote

cted P

hase

s4

26

Perm

itted P

hase

s4

Detec

tor P

hase

44

26

Switc

h Pha

seMi

nimum

Initia

l (s)

8.08.0

8.08.0

Minim

um S

plit (

s)23

.023

.024

.024

.0To

tal S

plit (

s)27

.027

.053

.053

.0To

tal S

plit (

%)

33.8%

33.8%

66.3%

66.3%

Yello

w Tim

e (s)

4.04.0

5.05.0

All-R

ed T

ime (

s)3.0

3.02.0

2.0Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

Total

Lost

Time (

s)7.0

7.07.0

7.0Le

ad/La

gLe

ad-L

ag O

ptimi

ze?

Reca

ll Mod

eMi

nMi

nC-

Min

C-Mi

nv/c

Rati

o0.4

50.2

20.1

90.2

8Co

ntrol

Delay

38.1

11.2

8.88.6

Queu

e Dela

y0.0

0.00.0

0.0To

tal D

elay

38.1

11.2

8.88.6

Queu

e Len

gth 50

th (m

)15

.60.0

15.3

15.7

Queu

e Len

gth 95

th (m

)29

.29.5

43.4

69.1

Inter

nal L

ink D

ist (m

)43

0.035

4.036

6.0Tu

rn B

ay Le

ngth

(m)

Base

Cap

acity

(vph

)43

842

823

4524

36St

arva

tion C

ap R

educ

tn0

00

0Sp

illbac

k Cap

Red

uctn

00

00

Stor

age C

ap R

educ

tn0

00

0Re

duce

d v/c

Ratio

0.24

0.13

0.19

0.28

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBT

and 6

:SBT

, Star

t of G

reen

Natur

al Cy

cle: 5

0Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Splits

and P

hase

s:

19: A

ppleb

y Line

& H

wy40

7 EB

Off R

amp

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 12

Move

ment

EBL

EBR

NBL

NBT

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)95

500

420

625

0Fu

ture V

olume

(vph

)95

500

420

625

0Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)7.0

7.07.0

7.0La

ne U

til. F

actor

1.00

1.00

0.95

0.95

Frt

1.00

0.85

1.00

1.00

Flt P

rotec

ted0.9

51.0

01.0

01.0

0Sa

td. F

low (p

rot)

1752

1553

3374

3505

Flt P

ermi

tted

0.95

1.00

1.00

1.00

Satd.

Flow

(per

m)17

5215

5333

7435

05Pe

ak-h

our f

actor

, PHF

0.92

0.92

0.92

0.92

0.92

0.92

Adj. F

low (v

ph)

103

540

457

679

0RT

OR R

educ

tion (

vph)

047

00

00

Lane

Gro

up F

low (v

ph)

103

70

457

679

0He

avy V

ehicl

es (%

)3%

4%2%

7%3%

2%Tu

rn T

ype

Prot

Perm

NANA

Prote

cted P

hase

s4

26

Perm

itted P

hase

s4

Actua

ted G

reen

, G (s

)10

.410

.455

.655

.6Ef

fectiv

e Gre

en, g

(s)

10.4

10.4

55.6

55.6

Actua

ted g/

C Ra

tio0.1

30.1

30.7

00.7

0Cl

eara

nce T

ime (

s)7.0

7.07.0

7.0Ve

hicle

Exten

sion (

s)3.0

3.03.0

3.0La

ne G

rp C

ap (v

ph)

227

201

2344

2435

v/s R

atio P

rot

c0.06

0.14

c0.19

v/s R

atio P

erm

0.00

v/c R

atio

0.45

0.03

0.19

0.28

Unifo

rm D

elay,

d132

.230

.44.3

4.6Pr

ogre

ssion

Fac

tor1.0

01.0

01.8

61.6

9Inc

reme

ntal D

elay,

d21.4

0.10.2

0.3De

lay (s

)33

.630

.58.2

8.1Le

vel o

f Ser

vice

CC

AA

Appr

oach

Dela

y (s)

32.5

8.28.1

Appr

oach

LOS

CA

A

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y11

.1HC

M 20

00 Le

vel o

f Ser

vice

BHC

M 20

00 V

olume

to C

apac

ity ra

tio0.3

1Ac

tuated

Cyc

le Le

ngth

(s)

80.0

Sum

of los

t time

(s)

14.0

Inter

secti

on C

apac

ity U

tiliza

tion

35.6%

ICU

Leve

l of S

ervic

eA

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 13

Lane

Gro

upEB

TW

BLW

BTNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

013

00

9540

058

565

Futur

e Volu

me (v

ph)

013

00

9540

058

565

Lane

Gro

up F

low (v

ph)

2175

7410

142

662

269

Turn

Typ

eNA

Split

NApm

+pt

NANA

Perm

Prote

cted P

hase

s4

88

52

6Pe

rmitte

d Pha

ses

26

Detec

tor P

hase

48

85

26

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.08.0

8.08.0

8.08.0

Minim

um S

plit (

s)15

.015

.015

.011

.033

.033

.033

.0To

tal S

plit (

s)15

.019

.019

.011

.046

.035

.035

.0To

tal S

plit (

%)

18.8%

23.8%

23.8%

13.8%

57.5%

43.8%

43.8%

Yello

w Tim

e (s)

4.04.0

4.03.0

5.05.0

5.0Al

l-Red

Tim

e (s)

3.03.0

3.00.0

2.02.0

2.0Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

7.07.0

7.03.0

7.07.0

7.0Le

ad/La

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Reca

ll Mod

eNo

neMi

nMi

nNo

neC-

Min

C-Mi

nC-

Min

v/c R

atio

0.06

0.38

0.21

0.35

0.20

0.35

0.14

Contr

ol De

lay0.3

37.8

1.37.4

4.515

.90.6

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

Total

Dela

y0.3

37.8

1.37.4

4.515

.90.6

Queu

e Len

gth 50

th (m

)0.0

12.0

0.00.7

3.324

.70.0

Queu

e Len

gth 95

th (m

)0.0

24.5

0.07.6

13.8

59.3

0.0Int

erna

l Link

Dist

(m)

86.5

421.6

366.0

272.4

Turn

Bay

Leng

th (m

)13

0.0Ba

se C

apac

ity (v

ph)

334

246

404

292

2171

1813

510

Star

vatio

n Cap

Red

uctn

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

0Re

duce

d v/c

Ratio

0.06

0.30

0.18

0.35

0.20

0.34

0.14

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBTL

and 6

:SBT

, Star

t of G

reen

Natur

al Cy

cle: 7

5Co

ntrol

Type

: Actu

ated-

Coor

dinate

d

Splits

and P

hase

s:

20: A

ppleb

y Line

& H

wy40

7 WB

Off R

amp

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 14

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)0

020

130

010

9540

00

058

565

Futur

e Volu

me (v

ph)

00

2013

00

1095

400

00

585

65Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)7.0

7.07.0

3.07.0

7.07.0

Lane

Util.

Fac

tor1.0

00.9

50.9

51.0

00.9

50.9

51.0

0Fr

t0.8

61.0

00.9

81.0

01.0

01.0

00.8

5Flt

Pro

tected

1.00

0.95

0.96

0.95

1.00

1.00

1.00

Satd.

Flow

(pro

t)82

216

3316

0390

234

3835

0580

8Flt

Per

mitte

d1.0

00.9

50.9

60.3

51.0

01.0

01.0

0Sa

td. F

low (p

erm)

822

1633

1603

336

3438

3505

808

Peak

-hou

r fac

tor, P

HF0.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

4Ad

j. Flow

(vph

)0

021

138

011

101

426

00

622

69RT

OR R

educ

tion (

vph)

020

00

650

00

00

038

Lane

Gro

up F

low (v

ph)

01

075

90

101

426

00

622

31He

avy V

ehicl

es (%

)10

0%2%

100%

5%2%

9%10

0%5%

18%

0%3%

100%

Turn

Typ

eNA

Split

NApm

+pt

NANA

Perm

Prote

cted P

hase

s4

88

52

6Pe

rmitte

d Pha

ses

42

6Ac

tuated

Gre

en, G

(s)

3.29.6

9.646

.246

.235

.735

.7Ef

fectiv

e Gre

en, g

(s)

3.29.6

9.646

.246

.235

.735

.7Ac

tuated

g/C

Ratio

0.04

0.12

0.12

0.58

0.58

0.45

0.45

Clea

ranc

e Tim

e (s)

7.07.0

7.03.0

7.07.0

7.0Ve

hicle

Exten

sion (

s)3.0

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)32

195

192

247

1985

1564

360

v/s R

atio P

rot

c0.00

c0.05

0.01

c0.04

0.12

0.18

v/s R

atio P

erm

c0.20

0.04

v/c R

atio

0.03

0.38

0.05

0.41

0.21

0.40

0.09

Unifo

rm D

elay,

d136

.932

.531

.18.3

8.214

.912

.8Pr

ogre

ssion

Fac

tor1.0

01.0

01.0

00.5

70.5

31.0

01.0

0Inc

reme

ntal D

elay,

d20.3

1.30.1

1.10.2

0.80.5

Delay

(s)

37.2

33.7

31.2

5.84.6

15.7

13.2

Leve

l of S

ervic

eD

CC

AA

BB

Appr

oach

Dela

y (s)

37.2

32.5

4.815

.4Ap

proa

ch LO

SD

CA

B

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y13

.6HC

M 20

00 Le

vel o

f Ser

vice

BHC

M 20

00 V

olume

to C

apac

ity ra

tio0.4

0Ac

tuated

Cyc

le Le

ngth

(s)

80.0

Sum

of los

t time

(s)

24.0

Inter

secti

on C

apac

ity U

tiliza

tion

48.4%

ICU

Leve

l of S

ervic

eA

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 15

Lane

Gro

upEB

LEB

TW

BLW

BTNB

LNB

TSB

LSB

TLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

755

150

2510

5020

635

Futur

e Volu

me (v

ph)

755

150

2510

5020

635

Lane

Gro

up F

low (v

ph)

8132

1616

2711

4022

705

Turn

Typ

ePe

rmNA

Perm

NApm

+pt

NAPe

rmNA

Prote

cted P

hase

s4

85

26

Perm

itted P

hase

s4

82

6De

tector

Pha

se4

48

85

26

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.08.0

8.08.0

8.08.0

8.0Mi

nimum

Spli

t (s)

41.0

41.0

41.0

41.0

12.0

32.0

32.0

32.0

Total

Spli

t (s)

27.0

27.0

27.0

27.0

11.0

53.0

42.0

42.0

Total

Spli

t (%

)33

.8%33

.8%33

.8%33

.8%13

.8%66

.3%52

.5%52

.5%Ye

llow

Time (

s)4.0

4.04.0

4.03.0

4.04.0

4.0Al

l-Red

Tim

e (s)

3.03.0

3.03.0

1.02.0

2.02.0

Lost

Time A

djust

(s)0.0

0.00.0

0.00.0

0.00.0

0.0To

tal Lo

st Tim

e (s)

7.07.0

7.07.0

4.06.0

6.06.0

Lead

/Lag

Lead

Lag

Lag

Lead

-Lag

Opti

mize

?Ye

sYe

sYe

sRe

call M

ode

Min

Min

Min

Min

None

C-Mi

nC-

Min

C-Mi

nv/c

Rati

o0.4

50.1

30.0

90.0

50.0

50.3

20.0

80.2

2Co

ntrol

Delay

39.3

14.8

30.3

0.30.8

2.24.4

4.3Qu

eue D

elay

0.00.0

0.00.0

0.00.0

0.00.0

Total

Dela

y39

.314

.830

.30.3

0.82.2

4.44.3

Queu

e Len

gth 50

th (m

)12

.20.7

2.30.0

0.11.5

1.220

.1Qu

eue L

ength

95th

(m)

24.3

8.07.5

0.0m0

.33.3

1.88.8

Inter

nal L

ink D

ist (m

)28

3.722

5.121

1.535

4.0Tu

rn B

ay Le

ngth

(m)

70.0

115.0

100.0

Base

Cap

acity

(vph

)35

143

532

647

554

535

2829

132

21St

arva

tion C

ap R

educ

tn0

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

0Re

duce

d v/c

Ratio

0.23

0.07

0.05

0.03

0.05

0.32

0.08

0.22

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBTL

and 6

:SBT

L, St

art o

f Gre

enNa

tural

Cycle

: 85

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

m V

olume

for 9

5th pe

rcenti

le qu

eue i

s mete

red b

y ups

tream

sign

al.

Splits

and P

hase

s:

22: A

ppleb

y Line

& P

allad

ium W

ay/H

arris

on C

res N

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 16

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)75

525

150

1525

1050

1020

635

20Fu

ture V

olume

(vph

)75

525

150

1525

1050

1020

635

20Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)7.0

7.07.0

7.04.0

6.06.0

6.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

0.91

1.00

0.91

Frt

1.00

0.87

1.00

0.85

1.00

1.00

1.00

1.00

Flt P

rotec

ted0.9

51.0

00.9

51.0

00.9

51.0

00.9

51.0

0Sa

td. F

low (p

rot)

1787

1660

1687

1615

1656

4982

1805

4970

Flt P

ermi

tted

0.75

1.00

0.74

1.00

0.34

1.00

0.24

1.00

Satd.

Flow

(per

m)14

0516

6013

0716

1560

049

8245

049

70Pe

ak-h

our f

actor

, PHF

0.93

0.93

0.93

0.93

0.93

0.93

0.93

0.93

0.93

0.93

0.93

0.93

Adj. F

low (v

ph)

815

2716

016

2711

2911

2268

322

RTOR

Red

uctio

n (vp

h)0

230

014

00

10

03

0La

ne G

roup

Flow

(vph

)81

90

162

027

1139

022

702

0He

avy V

ehicl

es (%

)1%

0%0%

7%0%

0%9%

4%0%

0%4%

0%Tu

rn T

ype

Perm

NAPe

rmNA

pm+p

tNA

Perm

NAPr

otecte

d Pha

ses

48

52

6Pe

rmitte

d Pha

ses

48

26

Actua

ted G

reen

, G (s

)10

.410

.410

.410

.456

.656

.649

.449

.4Ef

fectiv

e Gre

en, g

(s)

10.4

10.4

10.4

10.4

56.6

56.6

49.4

49.4

Actua

ted g/

C Ra

tio0.1

30.1

30.1

30.1

30.7

10.7

10.6

20.6

2Cl

eara

nce T

ime (

s)7.0

7.07.0

7.04.0

6.06.0

6.0Ve

hicle

Exten

sion (

s)3.0

3.03.0

3.03.0

3.03.0

3.0La

ne G

rp C

ap (v

ph)

182

215

169

209

466

3524

277

3068

v/s R

atio P

rot

0.01

0.00

0.00

c0.23

0.14

v/s R

atio P

erm

c0.06

0.01

0.04

0.05

v/c R

atio

0.45

0.04

0.09

0.01

0.06

0.32

0.08

0.23

Unifo

rm D

elay,

d132

.130

.430

.730

.33.6

4.46.2

6.8Pr

ogre

ssion

Fac

tor1.0

01.0

01.0

01.0

00.1

60.4

10.4

40.5

8Inc

reme

ntal D

elay,

d21.7

0.10.2

0.00.1

0.20.5

0.2De

lay (s

)33

.930

.530

.930

.30.6

2.13.3

4.1Le

vel o

f Ser

vice

CC

CC

AA

AA

Appr

oach

Dela

y (s)

32.9

30.6

2.04.1

Appr

oach

LOS

CC

AA

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y4.9

HCM

2000

Leve

l of S

ervic

eA

HCM

2000

Volu

me to

Cap

acity

ratio

0.36

Actua

ted C

ycle

Leng

th (s)

80

.0Su

m of

lost ti

me (s

)17

.0Int

erse

ction

Cap

acity

Utili

zatio

n42

.4%IC

U Le

vel o

f Ser

vice

AAn

alysis

Per

iod (m

in)15

c C

ritica

l Lan

e Gro

up

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 17

Lane

Gro

upEB

LEB

TEB

RW

BLW

BTNB

LNB

TSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

165

542

530

511

092

064

035

Futur

e Volu

me (v

ph)

165

542

530

511

092

064

035

Lane

Gro

up F

low (v

ph)

017

944

732

511

610

2167

437

Turn

Typ

ePe

rmNA

Perm

Perm

NApm

+pt

NANA

Perm

Prote

cted P

hase

s4

85

26

Perm

itted P

hase

s4

48

26

Detec

tor P

hase

44

48

85

26

6Sw

itch P

hase

Minim

um In

itial (s

)8.0

8.08.0

8.08.0

7.08.0

8.08.0

Minim

um S

plit (

s)30

.030

.030

.030

.030

.011

.032

.032

.032

.0To

tal S

plit (

s)30

.030

.030

.030

.030

.012

.050

.038

.038

.0To

tal S

plit (

%)

37.5%

37.5%

37.5%

37.5%

37.5%

15.0%

62.5%

47.5%

47.5%

Yello

w Tim

e (s)

4.04.0

4.04.0

4.03.0

4.04.0

4.0Al

l-Red

Tim

e (s)

3.03.0

3.03.0

3.01.0

2.02.0

2.0Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)7.0

7.07.0

7.04.0

6.06.0

6.0Le

ad/La

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Reca

ll Mod

eMi

nMi

nMi

nMi

nMi

nNo

neC-

Min

C-Mi

nC-

Min

v/c R

atio

0.64

0.78

0.13

0.01

0.22

0.33

0.27

0.04

Contr

ol De

lay38

.318

.824

.221

.217

.518

.310

.51.2

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

38.3

18.8

24.2

21.2

17.5

18.3

10.5

1.2Qu

eue L

ength

50th

(m)

26.7

19.1

4.30.7

12.8

52.6

7.00.0

Queu

e Len

gth 95

th (m

)40

.646

.39.9

3.033

.372

.920

.80.6

Inter

nal L

ink D

ist (m

)26

1.122

5.029

8.021

1.5Tu

rn B

ay Le

ngth

(m)

55.0

55.0

155.0

80.0

Base

Cap

acity

(vph

)40

268

434

755

653

331

3625

9789

3St

arva

tion C

ap R

educ

tn0

00

00

00

0Sp

illbac

k Cap

Red

uctn

00

00

00

00

Stor

age C

ap R

educ

tn0

00

00

00

0Re

duce

d v/c

Ratio

0.45

0.65

0.09

0.01

0.22

0.33

0.26

0.04

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 0

(0%

), Re

feren

ced t

o pha

se 2:

NBTL

and 6

:SBT

L, St

art o

f Gre

enNa

tural

Cycle

: 75

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

Splits

and P

hase

s:

25: A

ppleb

y Line

& T

homa

s Alto

n Blvd

/Har

rison

Cre

s S

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 18

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)16

55

425

305

011

092

050

064

035

Futur

e Volu

me (v

ph)

165

542

530

50

110

920

500

640

35Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)7.0

7.07.0

7.04.0

6.06.0

6.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

0.91

0.91

1.00

Frt

1.00

0.85

1.00

1.00

1.00

0.99

1.00

0.85

Flt P

rotec

ted0.9

51.0

00.9

51.0

00.9

51.0

01.0

01.0

0Sa

td. F

low (p

rot)

1794

1583

1752

1900

1736

4909

4988

1615

Flt P

ermi

tted

0.73

1.00

0.64

1.00

0.35

1.00

1.00

1.00

Satd.

Flow

(per

m)13

7215

8311

8719

0063

249

0949

8816

15Pe

ak-h

our f

actor

, PHF

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

Adj. F

low (v

ph)

174

544

732

50

116

968

530

674

37RT

OR R

educ

tion (

vph)

00

248

00

00

60

00

19La

ne G

roup

Flow

(vph

)0

179

199

325

011

610

150

067

419

Heav

y Veh

icles

(%)

1%0%

2%3%

0%0%

4%5%

2%0%

4%0%

Turn

Typ

ePe

rmNA

Perm

Perm

NApm

+pt

NAPe

rmNA

Perm

Prote

cted P

hase

s4

85

26

Perm

itted P

hase

s4

48

26

6Ac

tuated

Gre

en, G

(s)

16.4

16.4

16.4

16.4

50.6

50.6

40.0

40.0

Effec

tive G

reen

, g (s

)16

.416

.416

.416

.450

.650

.640

.040

.0Ac

tuated

g/C

Ratio

0.20

0.20

0.20

0.20

0.63

0.63

0.50

0.50

Clea

ranc

e Tim

e (s)

7.07.0

7.07.0

4.06.0

6.06.0

Vehic

le Ex

tensio

n (s)

3.03.0

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)28

132

424

338

949

031

0424

9480

7v/s

Rati

o Pro

t0.0

00.0

2c0

.210.1

4v/s

Rati

o Per

mc0

.130.1

30.0

30.1

30.0

1v/c

Rati

o0.6

40.6

10.1

30.0

10.2

40.3

30.2

70.0

2Un

iform

Dela

y, d1

29.1

28.9

26.0

25.3

5.96.8

11.6

10.1

Prog

ress

ion F

actor

1.00

1.00

1.00

1.00

2.53

2.37

0.77

1.00

Incre

menta

l Dela

y, d2

4.73.4

0.20.0

0.20.3

0.30.1

Delay

(s)

33.8

32.4

26.2

25.4

15.2

16.4

9.110

.2Le

vel o

f Ser

vice

CC

CC

BB

AB

Appr

oach

Dela

y (s)

32.8

26.1

16.3

9.2Ap

proa

ch LO

SC

CB

A

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y18

.5HC

M 20

00 Le

vel o

f Ser

vice

BHC

M 20

00 V

olume

to C

apac

ity ra

tio0.4

3Ac

tuated

Cyc

le Le

ngth

(s)

80.0

Sum

of los

t time

(s)

17.0

Inter

secti

on C

apac

ity U

tiliza

tion

62.0%

ICU

Leve

l of S

ervic

eB

Analy

sis P

eriod

(min)

15c

Criti

cal L

ane G

roup

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 19

Lane

Gro

upEB

LEB

TW

BLW

BTNB

LNB

TNB

RSB

LSB

TSB

RLa

ne C

onfig

urati

ons

Traff

ic Vo

lume (

vph)

6510

160

540

910

5095

960

40Fu

ture V

olume

(vph

)65

1016

05

4091

050

9596

040

Lane

Gro

up F

low (v

ph)

6837

168

116

4295

853

100

1011

42Tu

rn T

ype

Perm

NApm

+pt

NApm

+pt

NAPe

rmpm

+pt

NAPe

rmPr

otecte

d Pha

ses

43

85

21

6Pe

rmitte

d Pha

ses

48

22

66

Detec

tor P

hase

44

38

52

21

66

Switc

h Pha

seMi

nimum

Initia

l (s)

8.08.0

4.08.0

7.08.0

8.04.0

8.08.0

Minim

um S

plit (

s)41

.041

.08.0

41.0

11.0

32.0

32.0

8.032

.032

.0To

tal S

plit (

s)19

.019

.011

.030

.011

.039

.039

.011

.039

.039

.0To

tal S

plit (

%)

23.8%

23.8%

13.8%

37.5%

13.8%

48.8%

48.8%

13.8%

48.8%

48.8%

Yello

w Tim

e (s)

4.04.0

3.04.0

3.04.0

4.03.0

4.04.0

All-R

ed T

ime (

s)3.0

3.00.0

3.00.0

2.02.0

0.02.0

2.0Lo

st Tim

e Adju

st (s)

0.00.0

0.00.0

0.00.0

0.00.0

0.00.0

Total

Lost

Time (

s)7.0

7.03.0

7.03.0

6.06.0

3.06.0

6.0Le

ad/La

gLa

gLa

gLe

adLe

adLa

gLa

gLe

adLa

gLa

gLe

ad-L

ag O

ptimi

ze?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Reca

ll Mod

eMi

nMi

nNo

neMi

nNo

neC-

Min

C-Mi

nNo

neC-

Min

C-Mi

nv/c

Rati

o0.4

40.1

60.3

90.2

30.1

20.4

40.0

80.2

90.4

30.0

5Co

ntrol

Delay

41.5

17.5

21.1

5.79.3

18.0

0.214

.918

.50.7

Queu

e Dela

y0.0

0.00.0

0.00.0

0.00.0

0.00.0

0.0To

tal D

elay

41.5

17.5

21.1

5.79.3

18.0

0.214

.918

.50.7

Queu

e Len

gth 50

th (m

)10

.31.6

19.1

0.62.7

40.0

0.07.5

32.8

0.0Qu

eue L

ength

95th

(m)

22.2

9.831

.711

.27.7

56.6

0.0m1

7.150

.3m0

.6Int

erna

l Link

Dist

(m)

104.6

142.7

243.9

298.0

Turn

Bay

Leng

th (m

)50

.012

5.065

.065

.0Ba

se C

apac

ity (v

ph)

188

277

434

537

361

2297

703

363

2442

830

Star

vatio

n Cap

Red

uctn

00

00

00

00

00

Spillb

ack C

ap R

educ

tn0

00

00

00

00

0St

orag

e Cap

Red

uctn

00

00

00

00

00

Redu

ced v

/c Ra

tio0.3

60.1

30.3

90.2

20.1

20.4

20.0

80.2

80.4

10.0

5

Inter

secti

on S

umma

ryCy

cle Le

ngth:

80Ac

tuated

Cyc

le Le

ngth:

80Of

fset: 1

(1%

), Re

feren

ced t

o pha

se 2:

NBTL

and 6

:SBT

L, St

art o

f Gre

enNa

tural

Cycle

: 95

Contr

ol Ty

pe: A

ctuate

d-Co

ordin

ated

m V

olume

for 9

5th pe

rcenti

le qu

eue i

s mete

red b

y ups

tream

sign

al.

Splits

and P

hase

s:

28: A

ppleb

y Line

& H

arris

on C

rt

Base

line

06-1

1-20

18Sy

nchr

o 9 R

epor

tBA

Gro

upPa

ge 20

Move

ment

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

Lane

Con

figur

ation

sTr

affic

Volum

e (vp

h)65

1025

160

510

540

910

5095

960

40Fu

ture V

olume

(vph

)65

1025

160

510

540

910

5095

960

40Ide

al Flo

w (vp

hpl)

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

1900

Total

Lost

time (

s)7.0

7.03.0

7.03.0

6.06.0

3.06.0

6.0La

ne U

til. F

actor

1.00

1.00

1.00

1.00

1.00

0.91

1.00

1.00

0.91

1.00

Frt

1.00

0.89

1.00

0.86

1.00

1.00

0.85

1.00

1.00

0.85

Flt P

rotec

ted0.9

51.0

00.9

51.0

00.9

51.0

01.0

00.9

51.0

01.0

0Sa

td. F

low (p

rot)

1752

1700

1687

1485

1671

4988

1369

1687

5036

1568

Flt P

ermi

tted

0.68

1.00

0.56

1.00

0.24

1.00

1.00

0.23

1.00

1.00

Satd.

Flow

(per

m)12

5917

0099

614

8542

749

8813

6941

250

3615

68Pe

ak-h

our f

actor

, PHF

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

0.95

Adj. F

low (v

ph)

6811

2616

85

111

4295

853

100

1011

42RT

OR R

educ

tion (

vph)

023

00

780

00

300

023

Lane

Gro

up F

low (v

ph)

6814

016

838

042

958

2310

010

1119

Heav

y Veh

icles

(%)

3%0%

0%7%

0%10

%8%

4%18

%7%

3%3%

Turn

Typ

ePe

rmNA

pm+p

tNA

pm+p

tNA

Perm

pm+p

tNA

Perm

Prote

cted P

hase

s4

38

52

16

Perm

itted P

hase

s4

82

26

6Ac

tuated

Gre

en, G

(s)

9.89.8

23.5

23.5

38.7

34.3

34.3

42.3

36.1

36.1

Effec

tive G

reen

, g (s

)9.8

9.823

.523

.538

.734

.334

.342

.336

.136

.1Ac

tuated

g/C

Ratio

0.12

0.12

0.29

0.29

0.48

0.43

0.43

0.53

0.45

0.45

Clea

ranc

e Tim

e (s)

7.07.0

3.07.0

3.06.0

6.03.0

6.06.0

Vehic

le Ex

tensio

n (s)

3.03.0

3.03.0

3.03.0

3.03.0

3.03.0

Lane

Grp

Cap

(vph

)15

420

838

443

627

421

3858

631

622

7270

7v/s

Rati

o Pro

t0.0

1c0

.060.0

30.0

10.1

9c0

.02c0

.20v/s

Rati

o Per

m0.0

5c0

.070.0

70.0

20.1

40.0

1v/c

Rati

o0.4

40.0

70.4

40.0

90.1

50.4

50.0

40.3

20.4

40.0

3Un

iform

Dela

y, d1

32.6

31.1

22.2

20.5

11.0

16.2

13.3

9.815

.112

.2Pr

ogre

ssion

Fac

tor1.0

01.0

01.0

01.0

01.0

01.0

01.0

01.5

01.1

21.0

0Inc

reme

ntal D

elay,

d22.0

0.10.8

0.10.3

0.70.1

0.50.6

0.1De

lay (s

)34

.631

.223

.020

.611

.316

.813

.415

.217

.512

.3Le

vel o

f Ser

vice

CC

CC

BB

BB

BB

Appr

oach

Dela

y (s)

33.4

22.0

16.4

17.1

Appr

oach

LOS

CC

BB

Inter

secti

on S

umma

ryHC

M 20

00 C

ontro

l Dela

y18

.0HC

M 20

00 Le

vel o