Showground Road/Old Northern Road – “Do Nothing” · PDF filemr 157 showground road proposed road upgrade between v. stanton r. tiricovski ... design control m 3.3 3.3 0 line

Showground Road/Old Northern Road – “Do Nothing”






2016 and 2026 “Upgrade” Scenario

SIDRA Outputs

Showground Road/Britannia Road – Upgrade






Showground Road/Rowallan Avenue – Upgrade






Showground Road/Cecil Avenue – Upgrade






Showground Road/Kentwell Avenue – Upgrade






Showground Road/Pennant Street – Upgrade







2016 and 2026 “Upgrade” ScenarioAdditional Intersection Improvements

SIDRA Outputs

Showground Road/Kentwell Avenue – Upgrade (3 Phases)






Showground Road/Pennant Street – Upgrade (Double Right Turn)






Appendix E – Proposed intersection layouts

SHEET No.

No. Date

A3 original

SCALES

This sheet may be prepared using colour and may be incomplete if copied

Amendment Description Initials

Co-ordinate System: MGA Zone 56 Height Datum: A.H.D.

0

SCALE 1:500m

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ROADS AND MARITIME SERVICES

MR 157 SHOWGROUND ROAD

PROPOSED ROAD UPGRADE BETWEENV. STANTON

R. TIRICOVSKI DS2013/000926

REFER TO SHEETS 034 TO 043 FOR PUBLIC UTILITY DETAILS

2013/166348THE HILLS SHIRE COUNCIL AREA

CARRINGTON ROAD AND OLD NORTHERN ROAD, CASTLE HILL

005.dgn

CA

RRIN

GT

ON R

OA

D

PLAN CH.0 - CH.80 (MC00)

DESIGN CONTROL LINE MC00

FROM KELLYVILLE

PENNANT HILLSTO WEST

5.0

3.3

3.3

4.7

3.3

3.8

3.3

VAR.

3.3

5.0

3.3

3.8

THE HILLS SHIRE COUNCIL

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

WA

LK

WA

Y

BUS ZONE

EXISTING FOOTPATH

TIES INTO

ADJ

OIN

S S

HE

ET 0

06

WIDE PATH

EXISTING 2.5m

TIES INTO

EC

?

BUS

TSC

WH

WH

WHWH

2 / DP260588 1 / DP260588 111 / DP250610 110 / DP250610

4 / DP258093 3 / DP258093 2 / DP258093 1 / DP258093 213 / DP597104 133 / DP255043 132 / DP255043 131 / DP255043

1 / DP135696

0.0

00

20.0

00

40.0

00

60.0

00

80.0

00

47.5

24 T

P

80.0

00

NOTES

4. Pavement marking and sign posting to be in accordance with the RMS specification.

3. Kerbside lane widths include the width of the gutter.

2. All measurements are in metres unless otherwise shown.

1. All work to be carried out in accordance with current RMS and Australian Standards unless otherwise stated.

MR157 SHOWGROUND ROAD

WO

RK

S

SH

AR

ED P

AT

H

LIM

IT O

F

LIMIT OF PAVEMENT

LIM

IT O

F

WO

RK

S

PAVEMENT WORKS

FOOTPATH W

ORKS

LIMIT O

F

WA

LK

WA

Y

SHEET No.

No. Date

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006.dgn

EPSLH

DESIGN

CONTROL

LINEMC00

PLAN CH.80 - CH.240 (MC00)

PENNANT HILLS

TO WEST

3.3

3.3

3.3

3.8

VAR.

VAR.

3.8

3.3

VAR.

3.3

3.3

VAR. VAR.

3.3

3.3

1.3

3.3

3.8

DENTAL CENTRE

PAEDIATRIC

SMILEGROUP

KELLYVILLE

FROM

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

DRIVEWAY ADJUSTMENT

HABITAT FEATURE

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

TSP

TSP

TSP

WH

132 / DP255043 131 / DP255043 163 / DP597071 136 / DP246101 137 / DP246101 138 / DP246101 139 / DP246101

2 / DP5780723 / DP5780721 / DP564968

109 / DP250610101 / DP617912110 / DP250610DP250610111

DP246101140

80.0

00

100.0

00

120.0

00

140.0

00

160.0

00

180.0

00

200.0

00

220.0

00

240.0

00

117.4

63 T

P

134.8

70 T

P

251.3

18 T

P

MR157

SHOWGROUND ROAD

NOTES





ADJ

OIN

S S

HE

ET 0

05

ADJ

OIN

S S

HE

ET 0

07

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007.dgn

EP

DP

ST29

108.

809

KELLYVILLE

FROM

PLAN CH.240 - CH.400 (MC00)


PENNANT HILLS

TO WEST

3.3

3.3

3.3

3.8

3.15 3.15

3.3

3.3

3.3

3.3

3.3

VAR.

AAACOM.PTY.LTD

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

DRIVEWAY ADJUSTMENT

HABITAT FEATURE

REMNANT BLUE GUM

HERITAGE ITEM

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

BUS SHELTER

BUS STOPFOOTPATH

EXISTING

TIES INTO

EPEP

TSP

TSP

TSPTS

P

WH

WH

WH

3 / DP578072 2 / DP578072 1 / DP578072

101 / DP777039

1 / DP246981

X / DP406454 1 / DP559872

13 / DP24983711 / DP249837

10 / DP2498379 / DP249837

140 / DP246101139 / DP246101

240.0

00

260.0

00

280.0

00

300.0

00

320.0

00

340.0

00

360.0

00

380.0

00

400.0

00

251.3

18 T

P BRIT

AN

NIA R

OA

D


NOTES





ADJ

OIN

S S

HE

ET 0

06

ADJ

OIN

S S

HE

ET 0

08

WORKS

LIMIT OF

SHEET No.

No. Date

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008.dgn

EP

ST29

108.

809

PLAN CH.400 - CH.560 (MC00)


3.3

3.3

3.15

VAR.

3.3

3.3

VAR.

3.15

3.3

3.3

3.9

3.3

3.3

3.15

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

REMNANT BLACKBUTT

REGENERATING TURPENTINE

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

WA

LK

WA

Y

EPEP

EP EP EP EP EP

BPNA

TSP

TSP

WHW

HWH

13 / DP249837 14 / DP249837 15 / DP249837 16 / DP249837 17 / DP249837 18 / DP249837 19 / DP249837 20 / DP249837

13 / DP24663041 / DP24698142 / DP24698143 / DP2469812 / DP2469811 / DP559872X / DP406454

400.0

00

420.0

00

440.0

00

460.0

00

480.0

00

500.0

00

520.0

00

540.0

00

560.0

00

MR157 SHOWGROUND ROADKELLYVILLE

FROM

PENNANT HILLS

TO WEST

NOTES





ADJ

OIN

S S

HE

ET 0

07

ADJ

OIN

S S

HE

ET 0

09

SHEET No.

No. Date

A3 original

SCALES




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5 10 15 20 25

DESIGNED

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009.dgn

EP

EP

EP

SS1336

112.7

32

SLH

KELLYVILLE

FROM

PLAN CH.560 - CH.720 (MC00)

DESIGN CONTROL LINE MC00 PENNANT HILLS

TO WEST

3.3

3.3

3.3

3.3

3.9

3.15

3.15

3.3

3.3

3.3

3.3

3.0

3.15

3.15

CENTRE

CHILD CARE

CASTLE

ANGEL’S

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

REMNANT BLACKBUTT

HABITAT FEATURE

REGENERATING TURPENTINE

REMNANT BLUE GUM

HERITAGE ITEM

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

DENTIST

CUSTOM SMILES

SOLICITORS

ROWLANDSON & Co.

HEALTH

SIVANNA

MEDIAN

SLOTTED

TM

EP

EP

EP EP

EP EP

?

BPBP BP

BP

BP

BP BP

DH

DH

DH

DHDH

DH

DH

DH

DH

NANA

TDP

TSP

TSP

TSP

TSP

TSP

TSP

WH

WHW

H

13 / DP246630 14 / DP246630 15 / DP246630 1 / DP392868 1 / DP124531 3 / DP392868 3 / DP309510 2 / DP309510 1 / DP309510

/ SP41155 / SP42485

22 / DP249837

23 / DP249837

202 / DP55184321 / DP24983720 / DP24983719 / DP249837

BUSES

EXCEPTED

560.0

00

580.0

00

600.0

00

620.0

00

640.0

00

660.0

00

680.0

00

700.0

00

720.0

00

RO

WA

LL

AN A

VE

NU

E

CE

CIL A

VE

NU

E


NOTES





ADJ

OIN

S S

HE

ET 0

08

ADJ

OIN

S S

HE

ET 0

10

FOOTPATH

EXISTING

TIES INTO

FOOTPATH

EXISTING

TIES INTO

LIMIT OF WORKS

SHEET No.

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SCALES




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DESIGNED

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010.dgn

EP

SLH

SLHSLH

FROM KELLYVILLE


PLAN CH.720 - CH.880 (MC00)

PENNANT HILLS

TO WEST

3.15

3.3

3.3

3.0

3.3

3.3 3.3

3.3

3.9

3.3

3.3

3.15

3.15

3.15

3.3

3.3

3.9

3.3

3.3

3.15

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

REMNANT BLACKBUTT

HABITAT FEATURE

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

COLORECTAL SURGERY

HILLS

MEDIAN

SLOTTED BUS ZONE

BUS ZONE

EXISTING FOOTPATH

TIES INTO

TM

EP

EP

EP

EP

EP

EP EP

EP EP

EP

EP EP

?

??????

BP BPBP

BP

DH

DH

DH

DH

DH

DH

DH

BUS

BUS

TDP

TSP

TSP

TSP

TSC

WH

WH

WH

/ SP42485 / SP41155 11 / DP26241 12 / DP26241 X / DP405788 10 / DP719944 / SP58491

2 / DP27223 1 / DP844028

2 / DP844028 100 / DP839840

101 / DP839840 1 / DP135768 102 / DP841648

101 / DP841648

2 / DP207142 9 / DP502963

DP309510

2

DP309510

1

720.0

00

740.0

00

760.0

00

780.0

00

800.0

00

820.0

00

840.0

00

860.0

00

880.0

00


5. For traffic signal control details refer drawing 0157.031.VV.2729.





NOTES

ADJ

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11

AV

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CE

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LIMIT OF WORKS

SHEET No.

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011.dgn

EP

PLAN CH.880 - CH.1040 (MC00)


3.15

3.3

3.3

3.9

3.3

3.3

3.15

3.15

3.3

3.3

3.0

3.3

3.3

VAR.

CHURCH

WESLEY

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

HABITAT FEATURE

HERITAGE ITEM

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

EP EP EP

EP

EP EP EP EPEP EP

?

BUS

WH

WH

WH

/ SP584911 / DP203728 2 / DP203728 X / DP400444 3 / DP28135 4 / DP28135 5 / DP28135

Y / DP4177651 / DP135681A / DP2643852 / DP8642736 / DP2170565 / DP21705611 / DP50296310 / DP5029639 / DP502963DP207142

2

1 / DP840031

SKIN SENSE CLINIC

PRACTITIONERS

MEDICAL

LEE C.C. & NG M.P

880.0

00

900.0

00

920.0

00

940.0

00

960.0

00

980.0

00

1000.0

00

1020.0

00

1040.0

00


PENNANT HILLS

TO WEST

FROM KELLYVILLE

NOTES





ADJ

OIN

S S

HE

ET 0

10

ADJ

OIN

S S

HE

ET 0

12

13

1

SHEET No.

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SCALES




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012.dgn

EP

WH

WH

WH

PLAN CH.1040 - CH.1200 (MC00)

FROM KELLYVILLEPENNANT HILLS

TO WEST

3.3

3.3

3.0

VAR.

3.3

3.15

3.3

3.15

3.3

3.3

3.0

3.3

3.3

3.0

3.15

3.3

3.3

3.0

3.0

3.3

3.3

CHURCH

WESLEY

CHERITON

ZONE

SUBSTATION

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

HABITAT FEATURE

REMNANT BLUE GUM

HERITAGE ITEM

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING


EXISTING VMS

BARRIER (SEE NOTE 5.)

PROPOSED HALF TYPE ’F’

3.3 3.3 3.3 3.33.33.3 4.02.4

5.5

FOR DRAINAGE PURPOSES

PAINTED MEDIAN

(300mm - 500mm)

RETAINING WALL

(600mm - 800mm)

RETAINING WALL

R2-14(L)

REPLACE EXISTING

DIRECTIONAL SIGN TO

NEW TYPE 12 CANTILEVERED

EP

EP

EPEP

EFP

ECEC

?

?

DH

BUS

BUS

TDP

WHW

HW

HWH

WH

WH

1040.0

00

1060.0

00

1080.0

00

1100.0

00

1120.0

00

1140.0

00

1160.0

00

1180.0

00

1200.0

00

1 / DP840031

AV

EN

UE

KE

NT

WE

LL

QIC DEVELOPMENT PROPOSAL

(SEE NOTE 6.)

LIMIT OF WORKS

NOTES

ADJ

OIN

S S

HE

ET 0

11

ADJ

OIN

S S

HE

ET 0

13


FOOTPATH

EXISTING

TIES INTO

FOOTPATH

EXISTING

TIES INTO

to tie in with RMS limit of works.

6. QIC development shown in green to be amended by QIC designers

5. Saw cut existing VMS concrete apron to suit proposesd kerb line.





AV

EN

UE

CH

ERIT

ON

LIMIT OF WORKS

Y / DP417765 X / DP417765 36 / DP663868

/ SP67875

/ SP62655

9 / DP8709682 / DP1035768

9 / DP28135

8 / DP28135

1 / DP135596 2 / DP135596 3 / DP135596 4 / DP135596

7 / DP28135

5 / DP28135

BUS

ONLY

EXCEPTED

BUSES

SHEET No.

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SCALES




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5 10 15 20 25

DESIGNED

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16/01/2014013.dgn

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3.15

3.3

3.3

3.0

3.0

3.3

3.3

3.15

3.3

3.3

3.3

3.5

3.8

3.3

McDONALD’S

RESTAURANT

CASTLE HILL

BAPTIST CHURCH

6.9

LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

HABITAT FEATURE

REMNANT BLUE GUM

HERITAGE ITEM

DRIVEWAY ADJUSTMENT

CONCRETE PAVEMENT

EXISTING

SHOULDER PAVEMENT

EXISTING

WEST PENNANT HILLS

TO

PLAN CH.1200 - CH.1360 (MC00)

EXISTING FOOTPATH

TIES INTO

TO BE REMOVED

EXISTING TREE

EP

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DP135596

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DP135596

9

DP135596

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DP880469

111

DP20028

10

/ SP62655 21 / DP845898 1041 / DP878954

34 / DP22104433 / DP2210446 / DP8709688 / DP8709689 / DP870968

/ SP63916

1200.0

00

1220.0

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1240.0

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1260.0

00

1280.0

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1300.0

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1320.0

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1340.0

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1360.0

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NOTES

101 / DP1000798

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12

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EXISTING KERB

WORKS

PAVEMENT

LIMIT OF

WORKS

PAVEMENT

LIMIT OF

PE

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TR

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T

SHEET No.

No. Date

A3 original

SCALES




0

SCALE 1:500m

5 10 15 20 25

DESIGNED

REVIEWED

FILE No.

REGISTRATION NUMBER


16/01/2014014.dgn

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LEGEND

CONCEPT DESIGN

SURVEY

SURVEY BOUNDARIES

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3.1

3.1

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LANDSCAPED AREA

PLAN CH.1360 - CH.1471.543 (MC00)

LINE

DESIGN CONTROL

MC00

R2-14 (L)

PENNANT ST

NO ACCESS TO

KLEMMFIX KERB

250mm WIDE

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EGL

EGL

EGL

EGL

EGL

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BIN

TDP

TSC

TSC

WH

WH

WH

WH

WH

WH

1041 / DP878954

2 / DP545343

1 / DP130305

2/ DP32465

1042 / DP878954

2 / DP545343

1 / DP545343

2 / DP20042

3 / DP20042

4 / DP20042

A / DP384357

5 / DP20042

101 / DP1000798

1360.0

00

1380.0

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1400.0

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1420.0

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1460.0

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LIMIT OF WORKS

Appendix F – Traffic demands spreadsheet models

ZONE 3 ZONE 4 ZONE 6 ZONE 8 ZONE 9 ZONE 12

52 63 21 1107 2 89

ZONE 1 0.3 0.7 0.25 0.75 0.0 0.1 0.8 0.88 0.12 1.0 0.5 0.5

0.05 55 55 i2m12 16 36 0.09 104 104 i3m12 16 47 0.0 9 9 i6m12 1 3 17 0.65 633 631 i7m12 970 137 0.0 10 10 i8m12 2 0.1 51 51 i9m12 41 48

1416 0.72 1014 1014 i1m11 0.95 1146 1146 i2m11 16 36 0.91 1078 1078 i3m11 16 47 1.0 1125 1125 i4m11 0.8 955 955 i6m11 1 3 17 0.35 340 340 i7m11 945 137 1.0 467 467 i8m11 2 41 48

0.28 402 402 i1m10 i2m1 i2m3 i3m1 i3m3 0.1 161 155 i6m10 i6m1 i6m2 i6m3 i7m1 i7m3 i8m3 0.9 418 418 i9m10 i9m1 i9m2

1 1201 1201 2 1182 1182 3 1125 1125 4 1125 1125 6 973 973 7 477 477 8 469 469 9

1186 1186 1215 1215 1263 1263 1186 1186 1227 1227 540 540 423 423

i1m9 i1m7 i2m4 45 45 0.0 i3m4 64 64 0.1 i4m9 i6m9 i6m8 i6m7 i6m4 12 12 0.0 i7m4 283 283 0.52 i8m9 i9m9 i9m8

96 187 i1m5 648 648 0.55 i2m5 1170 1170 1.0 i3m5 1199 1199 0.9 82 i4m5 1181 1181 1.0 55 0 1 i6m5 1130 1130 0.9 i7m5 257 257 0.48 142 i8m5 398 398 0.9 382 325

96 187 i1m6 538 538 0.45 82 i4m6 5 5 0.0 55 0 1 i6m6 85 85 0.1 142 i8m6 25 25 0.1 382 325

0.34 0.66 1.0 1.0 0.0 0.0 1.0 0.5 0.5

283 82 56 142 707

ZONE 2 ZONE 5 ZONE 7 ZONE 10 ZONE 11

Project: Showground Road REFLocation: Showground RoadScenario: Existing 2013Time: Thursday (8-9am)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave

Pennant St Old Northern Road

Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


26 76 25 1064 24 97

ZONE 1 0.5 0.5 0.3 0.7 0.0 0.2 0.8 0.8 0.2 1.0 0.5 0.5

0.09 140 140 i2m12 14 12 0.18 260 260 i3m12 21 55 0.01 8 8 i6m12 1 4 20 0.77 880 858 i7m12 894 170 0.06 24 24 i8m12 24 0.14 63 63 i9m12 47 50

1146 0.83 948 948 i1m11 0.91 1415 1415 i2m11 14 12 0.82 1167 1167 i3m11 21 55 1 1222 1143 i4m11 0.92 1125 1125 i6m11 1 4 20 0.23 266 266 i7m11 810 170 0.94 412 535 i8m11 24 47 50


1 1555 1555 2 1427 1427 3 1222 1222 4 1222 1222 6 1146 1146 7 436 436 8 436 436 9

1262 1262 1293 1293 1337 1337 1228 1228 1265 1265 825 825 696 696


255 607 i1m5 916 962 0.8 i2m5 1170 1248 1.0 i3m5 1194 1272 1.0 112 i4m5 1225 1225 1.0 43 0 1 i6m5 1123 1184 0.9 i7m5 371 371 0.4 143 i8m5 500 682 1.0 629 297

255 607 i1m6 268 300 0.2 112 i4m6 3 3 0.0 43 0 1 i6m6 67 67 0.1 143 i8m6 14 14 0.0 649 297

0.3 0.7 1 0.98 0 0.02 1 0.69 0.31

862 112 44 143 946


Project: Showground Road REFLocation: Showground RoadScenario: Existing 2013Time: Thursday (5-6pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


74 83 18 1402 19 93

ZONE 1 0.7 0.3 0.2 0.8 0.0 0.0 1.0 0.8 0.2 1.0 0.5 0.5

0.07 105 105 i2m12 50 24 0.13 203 203 i3m12 18 65 0.01 9 9 i6m12 0 0 18 0.7 918 911 i7m12 1112 290 0.05 36 36 i8m12 19 0.15 100 100 i9m12 43 50

1397 0.85 1187 1152 i1m11 0.93 1507 1472 i2m11 50 24 0.87 1328 1293 i3m11 18 65 1 1393 1379 i4m11 0.93 1291 1259 i6m11 0 0 18 0.3 391 387 i7m11 1112 278 0.95 645 509 i8m11 19 43 50


1 1612 1612 2 1531 1531 3 1393 1393 4 1393 1393 6 1309 1309 7 681 681 8 664 664 9

1583 1583 1553 1553 1591 1591 1454 1454 1496 1496 809 809 649 649


151 425 i1m5 1131 1163 0.7 i2m5 1485 1533 1.0 i3m5 1487 1535 1.0 144 i4m5 1389 1447 1.0 60 1 0 i6m5 1382 1394 0.9 i7m5 384 384 0.5 178 i8m5 686 622 1.0 588 283

151 425 i1m6 404 420 0.3 144 i4m6 7 7 0.0 60 1 0 i6m6 95 102 0.1 187 i8m6 27 27 0.0 606 283

0.26 0.74 1 0.98 0.02 0 1 0.68 0.32

576 144 61 187 889


Project: Showground Road REFLocation: Showground RoadScenario: Existing 2013Time: Saturday (12pm-1pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


52 204 175 1281 0.3 118

ZONE 1 0.3 0.7 0.14 0.86 0.7 0.0 0.3 0.8 0.2 1.0 0.6 0.4

0.03 66 i2m12 16 36 0.06 124 i3m12 29 174 0.34 676 i6m12 127 4 44 0.44 504 i7m12 1051 231 0 0 i8m12 0 0.31 275 i9m12 75 43

1969 0.76 1501 i1m11 0.97 1897 i2m11 0.94 1810 i3m11 1 1984 i4m11 0.56 1112 i6m11 0.56 648 i7m11 1 877 i8m11

0.24 467 i1m10 i2m1 i2m3 i3m1 i3m3 0.1 196 i6m10 i6m1 i6m2 i6m3 i7m1 i7m3 i8m3 0.69 598 i9m10 i9m1 i9m2

1 1963 1963 2 1933 1933 3 1984 1984 4 1984 1984 6 1156 1152 7 879 878 8 878 873 9

1408 1408 1442 1442 1533 1533 1443 1443 1488 1488 923 923 752 752

i1m9 i1m7 i2m4 50 0.0 i3m4 120 0.1 i4m9 i6m9 i6m8 i6m7 i6m4 145 0.1 i7m4 486 0.5 i8m9 i9m9 i9m8

i1m5 790 0.6 i2m5 1392 1.0 i3m5 1413 0.9 i4m5 1438 1.0 i6m5 1239 0.8 i7m5 437 0.5 i8m5 723 1.0

131 462 i1m6 619 0.4 95 i4m6 5 0.0 76 0 0 i6m6 104 0.1 199 i8m6 29 0.0 678 207

0.22 0.78 1 1 0 0 1.0 0.77 0.23

593 94.8 76.4 199 885


Project: Showground Road REFLocation: Showground RoadScenario: 2016 Do NothingTime: Thursday (8-9am)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


26 127 733 1236 0 349

ZONE 1 0.5 0.5 0.17 0.83 0.8 0.0 0.2 0.7 0.3 0.0 0.6 0.4

0.07 154 i2m12 14 12 0.14 286 i3m12 21 106 0.26 486 i6m12 605 4 124 0.59 816 i7m12 897 339 0 0 20.4 i8m12 0 0.29 266 i9m12 221 127

1525 0.86 1310 i1m11 0.93 2021 i2m11 0.86 1747 i3m11 1 1853 i4m11 0.69 1270 i6m11 0.41 579 i7m11 1 918 i8m11


1 2176 2176 2 2033 2033 3 1853 1853 4 1853 1853 6 1394 1395 7 918 918 8 918 919 9

1734 1733 1767 1767 2046 2045 1939 1939 1512 1512 1229 1229 1048 1048


i1m5 1326 0.8 i2m5 1719 1.0 i3m5 1746 0.9 i4m5 1937 1.0 i6m5 1300 0.9 i7m5 616 0.5 i8m5 1033 1.0

287 865 i1m6 409 0.2 108 i4m6 2 0.0 34 0 0 i6m6 88 0.1 196 i8m6 15 0.0 826 146

0.25 0.75 1 1 0 0 1.0 0.85 0.15

1153 108 34 196 972


Project: Showground Road REFLocation: Showground RoadScenario: 2016 Do NothingTime: Thursday (5-6pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


74 127 762 1528 0 393

ZONE 1 0.7 0.3 0.14 0.86 0.8 0.0 0.2 0.7 0.3 0.0 0.5 0.5

0.05 116 i2m12 50 24 0.1 225 i3m12 18 109 0.29 587 i6m12 634 0 128 0.57 838 i7m12 1022 506 0 0 i8m12 0 0.25 280 i9m12 216 177

1826 0.88 1601 i1m11 0.95 2116 i2m11 0.9 1916 i3m11 1 2025 i4m11 0.66 1335 i6m11 0.43 621 i7m11 1 1130 i8m11


1 2233 2233 2 2140 2140 3 2025 2025 4 2025 2025 6 1463 1459 7 1127 1130 8 1130 1130 9

2003 2003 1974 1974 2227 2227 2099 2099 1671 1671 1254 1254 1041 1041


i1m5 1472 0.7 i2m5 1953 1.0 i3m5 1956 0.9 i4m5 2092 1.0 i6m5 1435 0.9 i7m5 649 0.5 i8m5 1013 1.0

182 632 i1m6 531 0.3 135 i4m6 7 0.0 30 1 0 i6m6 115 0.1 241 i8m6 28 0.0 825 123

0.22 0.78 1 0.97 0.03 0 1.0 0.87 0.13

814 135 31 241 948


Project: Showground Road REFLocation: Showground RoadScenario: 2016 Do NothingTime: Saturday (12pm-1pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


36 220 175 1281 0.3 118

ZONE 1 0.0 1.0 0.21 0.79 0.7 0.0 0.3 0.8 0.2 1.0 0.6 0.4

0.03 66 i2m12 36 0.06 124 i3m12 45 174 0.34 676 i6m12 127 4 44 0.44 504 i7m12 1051 231 0 0 i8m12 0 0.31 275 i9m12 75 43

1969 0.76 1501 i1m11 0.97 1897 i2m11 16 0.94 1810 i3m11 1 1984 i4m11 0.56 1112 i6m11 0.56 648 i7m11 1 877 i8m11


1 1963 1963 2 1933 1933 3 1984 1984 4 1984 1984 6 1156 1152 7 879 878 8 878 873 9

1458 1458 1458 1458 1533 1533 1443 1443 1488 1488 923 923 752 752

i1m9 i1m7 i2m4 49.9 0.0 i3m4 120 0.1 i4m9 i6m9 i6m8 i6m7 i6m4 145 0.1 i7m4 486 0.5 i8m9 i9m9 i9m8

i1m5 840 0.6 i2m5 1458 1.0 i3m5 1413 0.9 i4m5 1438 1.0 i6m5 1239 0.8 i7m5 437 0.5 i8m5 723 1.0

131 462 i1m6 619 0.4 95 i4m6 5 0.0 76 0 0 i6m6 104 0.1 199 i8m6 29 0.0 678 207

0.22 0.78 1 1 0 0 1.0 0.77 0.23

593 94.8 76.4 199 885


Project: Showground Road REFLocation: Showground RoadScenario: 2016 UpgradeTime: Thursday (8-9am)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


12 141 733 1236 0 349

ZONE 1 0.0 1.0 0.25 0.75 0.8 0.0 0.2 0.7 0.3 0.0 0.6 0.4

0.07 154 i2m12 12 0.14 286 i3m12 35 106 0.26 486 i6m12 605 4 124 0.59 816 i7m12 897 339 0 0 20.4 i8m12 0 0.29 266 i9m12 221 127

1525 0.86 1310 i1m11 0.93 2021 i2m11 14 0.86 1747 i3m11 1 1853 i4m11 0.69 1270 i6m11 0.41 579 i7m11 1 918 i8m11


1 2176 2176 2 2033 2033 3 1853 1853 4 1853 1853 6 1394 1395 7 918 918 8 918 919 9

1782 1781 1781 1781 2046 2045 1939 1939 1512 1512 1229 1229 1048 1048


i1m5 1374 0.8 i2m5 1781 1.0 i3m5 1746 0.9 i4m5 1937 1.0 i6m5 1300 0.9 i7m5 616 0.5 i8m5 1033 1.0

287 865 i1m6 409 0.2 108 i4m6 2 0.0 34 0 0 i6m6 88 0.1 196 i8m6 15 0.0 826 146

0.25 0.75 1 1 0 0 1.0 0.85 0.15

1153 108 34 196 972


Project: Showground Road REFLocation: Showground RoadScenario: 2016 UpgradeTime: Thursday (5-6pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


24 177 762 1528 0 393

ZONE 1 0.0 1.0 0.38 0.62 0.8 0.0 0.2 0.7 0.3 0.0 0.5 0.5

0.05 116 i2m12 24 0.1 225 i3m12 68 109 0.29 587 i6m12 634 0 128 0.57 838 i7m12 1022 506 0 0 i8m12 0 0.25 280 i9m12 216 177

1826 0.88 1601 i1m11 0.95 2116 i2m11 50 0.9 1916 i3m11 1 2025 i4m11 0.66 1335 i6m11 0.43 621 i7m11 1 1130 i8m11


1 2233 2233 2 2140 2140 3 2025 2025 4 2025 2025 6 1463 1459 7 1127 1130 8 1130 1130 9

2024 2024 2024 2024 2227 2227 2099 2099 1671 1671 1254 1254 1041 1041


i1m5 1493 0.7 i2m5 2024 1.0 i3m5 1956 0.9 i4m5 2092 1.0 i6m5 1435 0.9 i7m5 649 0.5 i8m5 1013 1.0

182 632 i1m6 531 0.3 135 i4m6 7 0.0 30 1 0 i6m6 115 0.1 241 i8m6 28 0.0 825 123

0.22 0.78 1 0.97 0.03 0 1.0 0.87 0.13

814 135 31 241 948


Project: Showground Road REFLocation: Showground RoadScenario: 2016 UpgradeTime: Saturday 12pm-1pm

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


52 215 169 1308 0.3 253

ZONE 1 0.3 0.7 0.15 0.85 0.7 0.0 0.2 0.8 0.2 1.0 0.6 0.4

0.03 68 i2m12 16 36 0.06 128 i3m12 32 182 0.32 677 i6m12 127 3 39 0.43 534 i7m12 1057 251 -0 0 i8m12 0 0.33 317 i9m12 145 108

2049 0.77 1569 i1m11 0.97 2007 i2m11 0.94 1915 i3m11 1 2097 i4m11 0.58 1217 i6m11 0.57 719 i7m11 1 968 i8m11


1 2075 2075 2 2043 2043 3 2097 2097 4 2097 2097 6 1256 1252 7 970 968 8 969 964 9

1555 1555 1593 1593 1699 1699 1546 1546 1640 1640 1207 1207 1052 1052


i1m5 881 0.6 i2m5 1539 1.0 i3m5 1560 0.9 i4m5 1543 1.0 i6m5 1371 0.8 i7m5 583 0.5 i8m5 1008 1.0

142 506 i1m6 674 0.4 157 i4m6 4 0.0 48 0 0 i6m6 128 0.1 199 i8m6 45 0.0 908 418

0.22 0.78 1 1 0 -0 1.0 0.68 0.32

648 157 48.2 199 1326


Project: Showground Road REFLocation: Showground RoadScenario: 2026 Do NothingTime: Thursday (8-9am)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


26 127 733 1328 0 256

ZONE 1 0.5 0.5 0.17 0.83 0.8 0.0 0.2 0.7 0.3 0.0 0.7 0.3

0.07 165 i2m12 14 12 0.14 306 i3m12 21 106 0.25 486 i6m12 605 4 124 0.57 871 i7m12 969 358 0 0 22.1 i8m12 0 0.3 306 i9m12 183 74

1636 0.86 1406 i1m11 0.93 2173 i2m11 0.86 1879 i3m11 1 1985 i4m11 0.7 1394 i6m11 0.43 648 i7m11 1 1006 i8m11


1 2338 2338 2 2185 2185 3 1985 1985 4 1985 1985 6 1518 1519 7 1006 1006 8 1006 1007 9

1916 1915 1955 1955 2253 2252 2143 2143 1735 1735 1555 1555 1383 1383


i1m5 1464 0.8 i2m5 1901 1.0 i3m5 1934 0.9 i4m5 2141 1.0 i6m5 1507 0.9 i7m5 766 0.5 i8m5 1362 1.0

309 932 i1m6 452 0.2 111 i4m6 2 0.0 31 0 0 i6m6 103 0.1 192 i8m6 21 0.0 1201 332

0.25 0.75 1 1 0 0 1.0 0.78 0.22

1240 111 30.8 192 1533


Project: Showground Road REFLocation: Showground RoadScenario: 2026 Do NothingTime: Thursday (5-6pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


74 127 762 1618 0 318

ZONE 1 0.7 0.3 0.14 0.86 0.8 0.0 0.2 0.7 0.3 0.0 0.6 0.4

0.05 125 i2m12 50 24 0.11 241 i3m12 18 109 0.27 588 i6m12 634 0 128 0.57 902 i7m12 1090 528 -0 0 i8m12 0 0.26 316 i9m12 179 139

1939 0.88 1699 i1m11 0.95 2270 i2m11 0.89 2053 i3m11 1 2162 i4m11 0.68 1465 i6m11 0.43 686 i7m11 1 1215 i8m11


1 2396 2396 2 2294 2294 3 2162 2162 4 2162 2162 6 1593 1589 7 1215 1215 8 1215 1215 9

2207 2207 2180 2180 2444 2444 2309 2309 1909 1909 1599 1599 1408 1408


i1m5 1622 0.7 i2m5 2157 1.0 i3m5 2162 0.9 i4m5 2302 1.0 i6m5 1662 0.9 i7m5 819 0.5 i8m5 1365 1.0

202 697 i1m6 585 0.3 142 i4m6 7 0.0 13 1 0 i6m6 129 0.1 234 i8m6 43 0.0 1229 329

0.22 0.78 1 0.93 0.07 0 1.0 0.79 0.21

899 142 14.4 234 1558


Project: Showground Road REFLocation: Showground RoadScenario: 2026 Do NothingTime: Saturday (12pm-1pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


36 231 169 1308 0.3 253

ZONE 1 0.0 1.0 0.21 0.79 0.7 0.0 0.2 0.8 0.2 1.0 0.6 0.4

0.03 68 i2m12 36 0.06 128 i3m12 48 182 0.32 677 i6m12 127 3 39 0.43 534 i7m12 1057 251 -0 0 i8m12 0 0.33 317 i9m12 145 108

2049 0.77 1569 i1m11 0.97 2007 i2m11 16 0.94 1915 i3m11 1 2097 i4m11 0.58 1217 i6m11 0.57 719 i7m11 1 968 i8m11


1 2075 2075 2 2043 2043 3 2097 2097 4 2097 2097 6 1256 1252 7 970 968 8 969 964 9

1609 1609 1609 1609 1699 1699 1546 1546 1640 1640 1207 1207 1052 1052


i1m5 935 0.6 i2m5 1609 1.0 i3m5 1560 0.9 i4m5 1543 1.0 i6m5 1371 0.8 i7m5 583 0.5 i8m5 1008 1.0

142 506 i1m6 674 0.4 157 i4m6 4 0.0 48 0 0 i6m6 128 0.1 199 i8m6 45 0.0 908 418

0.22 0.78 1 1 0 -0 1.0 0.68 0.32

648 157 48.2 199 1326


Project: Showground Road REFLocation: Showground RoadScenario: 2026 UpgradeTime: Thursday (8-9am)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


12 141 733 1328 0 256

ZONE 1 0.0 1.0 0.25 0.75 0.8 0.0 0.2 0.7 0.3 0.0 0.7 0.3

0.07 165 i2m12 12 0.14 306 i3m12 35 106 0.25 486 i6m12 605 4 124 0.57 871 i7m12 969 358 0 0 22.1 i8m12 0 0.3 306 i9m12 183 74

1636 0.86 1406 i1m11 0.93 2173 i2m11 14 0.86 1879 i3m11 1 1985 i4m11 0.7 1394 i6m11 0.43 648 i7m11 1 1006 i8m11


1 2338 2338 2 2185 2185 3 1985 1985 4 1985 1985 6 1518 1519 7 1006 1006 8 1006 1007 9

1970 1969 1969 1969 2253 2252 2143 2143 1735 1735 1555 1555 1383 1383


i1m5 1518 0.8 i2m5 1969 1.0 i3m5 1934 0.9 i4m5 2141 1.0 i6m5 1507 0.9 i7m5 766 0.5 i8m5 1362 1.0

309 932 i1m6 452 0.2 111 i4m6 2 0.0 31 0 0 i6m6 103 0.1 192 i8m6 21 0.0 1201 332

0.25 0.75 1 1 0 0 1.0 0.78 0.22

1240 111 30.8 192 1533


Project: Showground Road REFLocation: Showground RoadScenario: 2026 UpgradeTime: Thursday (5-6pm)

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave


24 177 762 1618 0 318

ZONE 1 0.0 1.0 0.38 0.62 0.8 0.0 0.2 0.7 0.3 0.0 0.6 0.4

0.05 125 i2m12 24 0.11 241 i3m12 68 109 0.27 588 i6m12 634 0 128 0.57 902 i7m12 1090 528 -0 0 i8m12 0 0.26 316 i9m12 179 139

1939 0.88 1699 i1m11 0.95 2270 i2m11 50 0.89 2053 i3m11 1 2162 i4m11 0.68 1465 i6m11 0.43 686 i7m11 1 1215 i8m11


1 2396 2396 2 2294 2294 3 2162 2162 4 2162 2162 6 1593 1589 7 1215 1215 8 1215 1215 9

2230 2230 2230 2230 2444 2444 2309 2309 1909 1909 1599 1599 1408 1408


i1m5 1646 0.7 i2m5 2230 1.0 i3m5 2162 0.9 i4m5 2302 1.0 i6m5 1662 0.9 i7m5 819 0.5 i8m5 1365 1.0

202 697 i1m6 585 0.3 142 i4m6 7 0.0 13 1 0 i6m6 129 0.1 234 i8m6 43 0.0 1229 329

0.22 0.78 1 0.93 0.07 0 1.0 0.79 0.21

899 142 14.4 234 1558


Project: Showground Road REFLocation: Showground RoadScenario: 2026 UpgradeTime: Saturday 12pm-1pm

Britannia Road

Carrington Road

Rowallan Ave

Cecil Ave


Old Northern Road

Kentwell Ave

Cheriton Ave

Parking

Barwell Ave

Appendix G – Showground Road Paramics model calibration and validation report

Roads and Maritime Services Showground Road Traffic Modelling

Calibration and Validation Report

January 2014

GHD | Report for Roads and Maritime Services - Showground Road Traffic Modelling, 21/22830 | 2

Table of contents 1. Base Model Development ......................................................................................................... 3

1.1 Overview ......................................................................................................................... 3 1.2 Model Extent ................................................................................................................... 3 1.3 Traffic Data ..................................................................................................................... 4 1.4 Temporal Coverage ......................................................................................................... 5

2. Model Calibration and Validation ............................................................................................... 6 2.1 Model Calibration ............................................................................................................ 6 2.2 Model Validation .............................................................................................................. 7

3. Conclusion .............................................................................................................................. 11

Table index Table 1 GEH Turning Count Comparisons ................................................................................... 6

Table 2 Base Model Travel Time Comparison – General Vehicles ................................................ 7

Table 3 Base Model Travel Time Comparison – Buses................................................................. 9

Figure index Figure 1 Showground Road Model Extent ..................................................................................... 3

Figure 2 General Traffic Travel Time Comparison – Thursday Morning .......................................... 7

Figure 3 General Traffic Travel Time Comparison – Thursday Evening .......................................... 8

Figure 4 General Traffic Travel Time Comparison – Saturday Midday............................................ 8

Figure 5 Bus Travel Time Comparison – Thursday Morning ........................................................... 9

Figure 6 Bus Travel Time Comparison – Thursday Evening......................................................... 10

Figure 7 Bus Travel Time Comparison – Saturday Midday........................................................... 10

Appendices Appendix A – Intersection Turning Movement Comparisons


1. Base Model Development 1.1 Overview

This document outlines the process undertaken in developing a microsimulation traffic model of Showground Road for the proposed widening between Carrington Road and Old Northern Road, which forms part of requirements of the Traffic and Transport Assessment undertaken by GHD.

The Showground Road microsimulation traffic model has been developed using Q-Paramics Version 6.7.1 with additional functionality provided by the Azalient CeeJazz suite of Plugins. Version 6.7.1.G05 of CeeJazz was used, with the following Plugins active:

Lane Choice;

Validator;

Level of Service;

Trailmaker; and

Network Evaluation.

Of these Plugins, only the Lane Choice Plugin has an effect on the model operation, while the other Plugins are only used for reporting purposes

1.2 Model Extents

The extent of the modelled network is shown in Figure 1 below:

Figure 1 Showground Road Model Extents


1.3 Traffic Data

1.3.1 Data Collection

Traffic data collection was commissioned by Roads and Maritime Services (RMS) and undertaken by Skyhigh on Thursday 29th August 2013 and Saturday 31st Augusut 2013, and included the following:

Classified intersection turning movement counts at the following intersections:

o Showground Road/Carrington Road;

o Showground Road/Rowallan Avenue;

o Showground Road/Kentwell Avenue/Cheriton Avenue;

o Showground Road/Pennant Street; and

o Showground Road/Old Northern Road.

Queue length surveys at the following locations:

o Showground Road - western approach to Carrington Road intersection;

o Carrington Road – southern approach to Showground Road intersection;

o Pennant Street – northern approach to Showground Road intersection;

o Showground Road - eastern approach to Pennant Street intersection; and

o Old Northern Rd - southern approach to Showground Road intersection.

Travel time surveys along Showground Road between Carrington Road and Pennant Street, based on origin-destination methodology.

1.3.2 Data supplied by RMS

RMS also supplied the following data:

Intersection diagnostic monitor (IDM) data provided for the Thursday morning, evening and Saturday midday peak periods of the dates corresponding to the turning movement counts;

Signal plans for the following intersections:

o Showground Road and Carrington Street;

o Signalised Pedestrian Crossing near Showground Road and Cecil Avenue;

o Showground Road and Pennant Street; and

o Showground Road and Old Northern Road.

Background traffic growth in the study area for 2016 and 2026 AM and PM horizon year peak periods as outputs from the RMS Strategic Highway Assignment Model (EMME).


1.3.3 Data supplied by QIC

The Queensland Investment Corporation (QIC) supplied the following as part of their Section 96 application in 2013:

Paramics micro simulation models for Thursday evening and Saturday midday peak periods developed based on traffic count data collected in 2011.

SIDRA Intersection models based on traffic count data collected in 2011 for the following intersections:

o Showground Road and Carrington Road;

o Showground Road and Rowallan Avenue;

o Showground Road and Kentwell Avenue;

o Showground Road and Pennant Street; and

o Showground Road and Old Northern Road.

1.4 Temporal Coverage

The Showground Road model covers the following periods:

Thursday morning peak period (0600 to 0900);

Thursday evening peak period (1600 to 1900); and

Saturday midday peak period (1100 to 1400).

Based on analysis of collected traffic count data, these simulation periods provide adequate coverage of the typical hourly peak in each period with “warm-up” time for the model to reach the expected traffic conditions within the peak period.


2. Model Calibration and Validation The Showground Road Paramics base model has been calibrated and validated according to the standards outlined in the RMS Traffic Modelling Guidelines, 2013. The calibration and validation of a model is an essential process required to ensure the model accurately reflects observed traffic conditions.

This subsection provides an overview of the calibration and validation results.

2.1 Model Calibration

Calibration has been undertaken for the Thursday morning, evening and Saturday midday peaks based on a comparison of modelled turning movement flows against the observed for the three peak hourly periods. The GEH statistic is used in the calibration of traffic models to compare the difference between observed and modelled traffic flows. The GEH statistic is defined as follows:

=( )

0.5 × ( + )

Based on the calibration and validation guidelines presented in the RMS Traffic Modelling Guidelines, 2013, a calibrated model must conform to the following requirements:

No flow comparisons with GEH greater than 10; and

At least 85% of flow comparisons with GEH less than 5.

A total of 52 individual turning counts were used in the calibration of the model. Barred turns were omitted from the turning count comparison. Table 1 below shows the turning count comparisons for the Thursday morning and evening, and Saturday midday peak periods.

Table 1 GEH Turning Count Comparisons

Period

Number of Movements with GEH

<3 <5 <10 >10 Thursday Morning Peak 0800 - 0900 52 (100%) 52 (100%) 52 (100%) 0 (0%) Thursday Evening Peak 1700 - 1800 52 (100%) 52 (100%) 52 (100%) 0 (0%) Saturday Midday Peak 1200 - 1300 51 (98%) 52 (100%) 52 (100%) 0 (0%)

The above shows that the model is well calibrated and conforms to the requirements set out in the RMS Traffic Modelling Guidelines, 2013. A detailed list showing the turning movement comparison is supplemented at the end of this appendix.


2.2 Model Validation

The Showground Road base model was validated against observed travel time data collected from the survey for eastbound and westbound directions on both bus and general traffic. Observed traffic conditions based on the site visit and review of the survey video captures, including queuing behaviour and congestion level, was also employed through the validation process.

The travel time validation criteria were adopted from the RMS Traffic Modelling Guidelines, 2013, Section 11.5. This standard requires that 95% of modelled travel times be within 15% or one minute (whichever is greater) of observed travel times to be considered valid.

A summary of the modelled and observed general traffic travel times for the Thursday morning and evening, and Saturday midday peak periods is shown in the Table 2. Plots of observed and modelled general traffic travel times, along with observed minimum and maximum travel times are shown in Figure 2 to Figure 4.

Table 2 Base Model Travel Time Comparison – General Vehicles

Period Westbound Travel Time (mm:ss) Eastbound Travel Time (mm:ss)

Observed (Avg.)

Modelled (Avg.)

Difference Observed (Avg.)

Modelled (Avg.)

Difference

Thursday Morning Peak 0600 – 0700 01:22 01:24 00:02 (2%) 01:22 01:44 00:22 (27%) 0700 – 0800 01:33 01:33 00:00 (0%) 01:33 01:54 00:21 (23%) 0800 – 0900 02:03 01:48 -00:15 (-12%) 02:03 02:09 00:06 (5%) Thursday Evening Peak 1600 – 1700 01:49 02:01 00:12 (11%) 01:53 02:23 00:30 (26%) 1700 – 1800 01:42 01:58 00:16 (16%) 02:01 02:29 00:28 (24%) 1800 – 1900 01:43 01:48 00:05 (5%) 02:05 02:34 00:29 (23%) Saturday Midday Peak 1100 – 1200 01:41 01:53 00:12 (12%) 02:10 02:33 00:23 (18%) 1200 – 1300 01:37 01:52 00:15 (15%) 02:12 02:39 00:27 (21%) 1300 – 1400 01:43 01:50 00:07 (7%) 02:04 02:50 00:46 (37%)

Figure 2 General Traffic Travel Time Comparison – Thursday Morning

00:00

00:30

01:00

01:30

02:00

02:30

03:00

03:30

04:00

04:30

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled


Figure 3 General Traffic Travel Time Comparison – Thursday Evening

Figure 4 General Traffic Travel Time Comparison – Saturday Midday

Comparisons of bus travel times from the model were also undertaken. A summary of bus travel times is shown in Table 3. Plots of observed and modelled bus travel times, along with observed minimum and maximum bus travel times are shown in Figure 5 to Figure 7.

00:00

00:30

01:00

01:30

02:00

02:30

03:00

03:30

04:00

04:30

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled

00:00

00:30

01:00

01:30

02:00

02:30

03:00

03:30

04:00

04:30

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled


Table 3 Base Model Travel Time Comparison – Buses

Period Westbound Eastbound

Observed (Avg.)

Modelled (Avg.)

Difference Observed (Avg.)

Modelled (Avg.)

Difference

Thursday Morning Peak 0600 – 0700 01:52 02:10 00:18 (16%) 01:40 01:59 00:19 (18%) 0700 – 0800 01:56 02:19 00:23 (19%) 01:42 02:05 00:23 (23%) 0800 – 0900 02:12 02:33 00:21 (16%) 01:50 02:03 00:13 (12%) Thursday Evening Peak 1600 – 1700 02:07 02:29 00:22 (18%) 01:51 02:24 00:33 (30%) 1700 – 1800 01:51 02:22 00:31 (28%) 02:06 02:20 00:14 (11%) 1800 – 1900 01:46 02:08 00:22 (21%) 02:21 02:26 00:05 (4%) Saturday Midday Peak 1100 – 1200 01:53 02:07 00:14 (13%) 02:12 02:35 00:23 (18%) 1200 – 1300 01:39 02:14 00:35 (35%) 02:13 02:18 00:05 (4%) 1300 – 1400 01:42 02:19 00:37 (36%) 01:56 02:27 00:31 (27%)

Figure 5 Bus Travel Time Comparison – Thursday Morning

00:0000:3001:0001:3002:0002:3003:0003:3004:0004:30

Thursday AM Base Year Travel Time Comparison - Buses

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled


Figure 6 Bus Travel Time Comparison – Thursday Evening

Figure 7 Bus Travel Time Comparison – Saturday Midday

Analysis of the observed and modelled travel times for both general traffic and buses shows that the modelled travel times are within 15% or one minute (whichever is greater) of the observed travel times. This indicates that a good correlation between the modelled and observed traffic conditions on Showground Road has been achieved. Notwithstanding the above, the modelled travel times are marginally higher than the observed travel times. This can be attributed to the following and is considered to be acceptable:

Signal intersections controlled by SCATS typically adopt dynamic cycle times which are continuously changing through the peak period. As it is not possible to fully replicate this behaviour in Paramics using fixed signal control, a mean cycle time was derived from the IDM data for each peak period. This introduces some marginal differences on the travel time reported from the model.

00:00

00:30

01:00

01:30

02:00

02:30

03:00

03:30

04:00

04:30

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled

00:00

00:30

01:00

01:30

02:00

02:30

03:00

03:30

04:00

04:30

Observed WB Avg

WB Modelled

Observed EB Avg

EB Modelled


Analysis of the observed bus travel times indicated that the majority of buses travelling in both eastbound and westbound directions on Showground Road were not stopping to load or unload passengers at all or even any stops between Carrington Road and Pennant Street. The modelled bus travel times are based on the conservative assumption that buses that travelling along Showground Road dwell at no less than 25% of the available bus stops. As a result, this increases the probability of modelled bus travel times being higher overall than the corresponding observed travel times.

3. Conclusion GHD were commissioned by RMS to develop a model of Showground Road between Carrington Road and Old Northern Road. The model was developed using Q-Paramics version 6.7.1 with additional functionality provided by CeeJazz Plugins. The model was calibrated and validated to traffic data collection in August 2013.

Comparison of the observed and modelled turning movement volumes showed that the model was well calibrated according to the calibration standards set out in the RMS Traffic Modelling Guidelines, 2013.

Furthermore, the models were validated against travel times collected along Showground Road on the Thursday morning, evening and Saturday peak periods and showed good correlation between modelled and observed travel times for bus and general traffic. In both cases, these differences were within 15% or one minute (whichever is greater) of the overall average travel time.

Based on the calibration and validation data presented in this report, the Showground Road microsimulation model is well calibrated and validated according to the guidelines. Therefore, the models can be considered suitable for use in the assessment of future traffic conditions.

GHD | Report for Roads and Maritime Services - Showground Road Traffic Modelling, 21/22830

Appendices

Appendix A – Intersection Turning Movement Comparisons

Thursday 8-9am Turning Movement ComparisonTurn ID Observed Modelled Diff % GEH4:5:11 402 456 54 13% 2.614:5:6 1014 989 -25 -2% 0.796:5:4 648 685 37 6% 1.436:5:11 538 538 0 0% 0.0011:5:6 187 205 18 10% 1.2911:5:4 96 87 -9 -9% 0.9413:8:9 16 24 8 50% 1.799:8:14 1146 1126 -20 -2% 0.599:8:13 55 63 8 15% 1.0413:8:14 36 37 1 3% 0.1714:8:13 45 40 -5 -11% 0.7714:8:9 1170 1206 36 3% 1.041:54:52 16 17 1 6% 0.2552:54:51 1078 1066 -12 -1% 0.3752:54:1 104 98 -6 -6% 0.601:54:51 47 53 6 13% 0.8551:54:1 64 57 -7 -11% 0.9051:54:52 1199 1235 36 3% 1.0354:51:172 1125 1118 -7 -1% 0.21172:51:54 1181 1204 23 2% 0.67172:51:2 5 4 -1 -20% 0.472:51:54 82 87 5 6% 0.5427:101:21 1 0 -1 -100% 1.4121:101:3 161 164 3 2% 0.2421:101:171 955 944 -11 -1% 0.3621:101:27 9 9 0 0% 0.0027:101:3 3 2 -1 -33% 0.6327:101:171 17 12 -5 -29% 1.31171:101:27 12 10 -2 -17% 0.60171:101:21 1130 1160 30 3% 0.89171:101:3 85 78 -7 -8% 0.783:101:171 1 1 0 0% 0.003:101:27 0 0 0 0% 0.003:101:21 55 50 -5 -9% 0.69128:2494:127 970 1004 34 4% 1.08127:2494:999 340 320 -20 -6% 1.10100:127:28 633 639 6 1% 0.24128:2494:999 137 143 6 4% 0.51999:2494:128 283 305 22 8% 1.28999:2494:127 257 247 -10 -4% 0.632494:999:125 467 450 -17 -4% 0.792494:999:132 10 13 3 30% 0.88132:999:125 2 2 0 0% 0.00125:999:2494 398 429 31 8% 1.52125:999:18 25 25 0 0% 0.0018:999:2494 142 136 -6 -4% 0.51186:865:125 41 43 2 5% 0.31125:865:126 418 409 -9 -2% 0.44125:865:186 51 43 -8 -16% 1.17186:865:126 48 53 5 10% 0.70126:865:186 325 330 5 2% 0.28126:125:999 382 416 34 9% 1.70

Count 52 100%>10 0 0%<5 52 100%<3 52 100%

Thursday 5-6pm Turning Movement ComparisonTurn ID Observed Modelled Diff % GEH4:5:11 198 226 28 14% 1.924:5:6 948 963 15 2% 0.496:5:4 962 1010 48 5% 1.536:5:11 300 296 -4 -1% 0.2311:5:6 607 612 5 1% 0.2011:5:4 255 284 29 11% 1.7713:8:9 14 15 1 7% 0.269:8:14 1415 1442 27 2% 0.719:8:13 140 129 -11 -8% 0.9513:8:14 12 6 -6 -50% 2.0014:8:13 45 38 -7 -16% 1.0914:8:9 1248 1284 36 3% 1.011:54:52 21 18 -3 -14% 0.6852:54:51 1167 1193 26 2% 0.7652:54:1 260 257 -3 -1% 0.191:54:51 55 51 -4 -7% 0.5551:54:1 65 67 2 3% 0.2551:54:52 1272 1308 36 3% 1.0054:51:172 1222 1243 21 2% 0.60172:51:54 1225 1262 37 3% 1.05172:51:2 3 3 0 0% 0.002:51:54 112 112 0 0% 0.0027:101:21 1 0 -1 -100% 1.4121:101:3 89 81 -8 -9% 0.8721:101:171 1125 1155 30 3% 0.8921:101:27 8 8 0 0% 0.0027:101:3 4 2 -2 -50% 1.1527:101:171 20 22 2 10% 0.44171:101:27 14 5 -9 -64% 2.92171:101:21 1184 1203 19 2% 0.55171:101:3 67 76 9 13% 1.063:101:171 1 1 0 0% 0.003:101:27 0 0 0 0% 0.003:101:21 43 49 6 14% 0.88128:2494:127 894 920 26 3% 0.86127:2494:999 266 301 35 13% 2.08100:127:28 880 880 0 0% 0.00128:2494:999 170 161 -9 -5% 0.70999:2494:128 454 456 2 0% 0.09999:2494:127 371 368 -3 -1% 0.162494:999:125 412 445 33 8% 1.592494:999:132 24 17 -7 -29% 1.55132:999:125 24 25 1 4% 0.20125:999:2494 682 706 24 4% 0.91125:999:18 14 19 5 36% 1.2318:999:2494 143 119 -24 -17% 2.10186:865:125 47 38 -9 -19% 1.38125:865:126 373 416 43 12% 2.16125:865:186 63 63 0 0% 0.00186:865:126 50 43 -7 -14% 1.03126:865:186 297 307 10 3% 0.58126:125:999 649 683 34 5% 1.32

Count 52 100%>10 0 0%<5 52 100%<3 52 100%

Saturday 12pm-1pm Turning Movement ComparisonTurn ID Observed Modelled Diff % GEH4:5:11 210 203 -7 -3% 0.494:5:6 1187 1191 4 0% 0.126:5:4 1163 1114 -49 -4% 1.456:5:11 420 427 7 2% 0.3411:5:6 425 447 22 5% 1.0511:5:4 151 149 -2 -1% 0.1613:8:9 50 47 -3 -6% 0.439:8:14 1507 1508 1 0% 0.039:8:13 105 128 23 22% 2.1313:8:14 24 22 -2 -8% 0.4214:8:13 20 19 -1 -5% 0.2314:8:9 1533 1501 -32 -2% 0.821:54:52 18 13 -5 -28% 1.2752:54:51 1328 1329 1 0% 0.0352:54:1 203 202 -1 0% 0.071:54:51 65 72 7 11% 0.8551:54:1 56 45 -11 -20% 1.5551:54:52 1535 1506 -29 -2% 0.7454:51:172 1393 1401 8 1% 0.21172:51:54 1447 1427 -20 -1% 0.53172:51:2 7 6 -1 -14% 0.392:51:54 144 124 -20 -14% 1.7327:101:21 0 0 0 0% 0.0021:101:3 93 95 2 2% 0.2121:101:171 1291 1290 -1 0% 0.0321:101:27 9 9 0 0% 0.0027:101:3 0 0 0 0% 0.0027:101:171 18 20 2 11% 0.46171:101:27 0 0 0 0% 0.00171:101:21 1394 1374 -20 -1% 0.54171:101:3 102 102 0 0% 0.003:101:171 0 0 0 0% 0.003:101:27 1 1 0 0% 0.003:101:21 60 55 -5 -8% 0.66128:2494:127 1112 1111 -1 0% 0.03127:2494:999 391 365 -26 -7% 1.34100:127:28 918 945 27 3% 0.88128:2494:999 290 302 12 4% 0.70999:2494:128 425 411 -14 -3% 0.68999:2494:127 384 374 -10 -3% 0.512494:999:125 645 630 -15 -2% 0.592494:999:132 36 37 1 3% 0.17132:999:125 19 13 -6 -32% 1.50125:999:2494 622 642 20 3% 0.80125:999:18 27 24 -3 -11% 0.5918:999:2494 187 145 -42 -22% 3.26186:865:125 43 47 4 9% 0.60125:865:126 564 533 -31 -5% 1.32125:865:186 100 110 10 10% 0.98186:865:126 50 49 -1 -2% 0.14126:865:186 283 313 30 11% 1.74126:125:999 606 614 8 1% 0.32

Count 52 100%>10 0 0%<5 52 100%<3 51 98%

GHD

133 Castlereagh St Sydney NSW 2000 - T: +61 2 9239 7100 F: +61 2 9239 7199 E: [email protected]

© GHD 2014

This document is and shall remain the property of GHD. The document may only be used for the purpose for which it was commissioned and in accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited. G:\21\22830\WP\194645.docx

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Rev No.

Author Reviewer Approved for Issue Name Signature Name Signature Date

0 Owen Peel / Andersen Hui

Iwan Smith

Iwan Smith

5/11/2013


Iwan Smith Iwan Smith

24/01/2014


Iwan Smith Amanda

Raleigh

06/02/2014


Iwan Smith Amanda Raleigh

27/02/2014

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