Intersection Results - Interim Scenario

AECOM

Traffic Modelling and Intersection Analysis Commercial-in-Confidence

DRAFT

Appendix A

Intersection Results - Interim Scenario

P:\60313908\6. Draft Docs\6.1 Reports\2014-08-27 Draft Report.docx Revision B – 27-Aug-2014 Prepared for – City of Whittlesea – ABN: 72 431 091 058

A

1 TO WALLAN

Interim Design Year Scenario: AM Peak - Intersection Turn Movement Analysis Summary (Total LV and HV Vehicles)

R 36

L

T S

L

63

T S

R #N/A

L #N/A W T #N/A R #N/A #N/A

L T R

#N/A 48 1 7

L 0

E

W

L T R

#N/A

L

L T R

20 0 0

R

N T #N/A

L

L #N/A

#N/A

T S

W

N T 47

R 20

R 9 #N/A T 124 L

E

W

L T R

20 27 20

#N/A

L

29

58

20

R

L 63

L

32

T S

R T E L

W

L T R

#N/A

L

L #N/A W T #N/A R #N/A

L 2

R 6 #N/A T 60 L

19 #N/A

L

182

T S

E

R #N/A

81

R

W

L T R

R 38

W

47 58 114 54

L

210

T S

#N/A

T S

N T 76

R 48

R 6 59 T E 265 L

L WT R

35 289 46 10

R

L

T S

#N/A #N/A #N/A #N/A

L

77 455 88

N T 67

L

57

T S

KOUKOURA DRIVE L 65 W T 32 R 123 122

L

L 119

R T E L

L

R T L

E

W

L T R

#N/A

L 58

201

T S

#N/A

T S

E

W

L T R

20 232 12 21

L

T S

R 59

N T 410

L 71 W T #N/A R 179

#N/A

95

L

N T #N/A

L #N/A

R T E L

50

#N/A

T S

R 22 #N/A R #N/A T E #N/A L

#N/A

R

L #N/A

11

#N/A

R

R

R

L

#N/A

T S

N T 568

L 16 W T #N/A R 149

#N/A

82

R

L #N/A #N/A R #N/A T E #N/A L

10 L

473

T S

#N/A

R

51

T S N T #N/A

#N/A

T S

#N/A

T S

45

R

L

L #N/A

R #N/A

L

R

R T L

L

#N/A

T S

T

#N/A 315 131 29

R

Education Facility

L

L

#N/A

T S N T #N/A

L

#N/A

T S

21 322 20

R

L

L #N/A

L

R #N/A

L WT R

E

100

T S

R T E L

L WT R

47 398 17

#N/A

#N/A

70

L

L #N/A

#N/A

#N/A

T S

86

R

L

L 135

22

L

31

T S

21

R

N T 202

R 63 73 307 18

R T L

E

CRAIGIEBURN ROAD

L WT R

31 482 40

L 159

41

28

T S

R 191 26 293 158

2 L

Two traffic lane Arterial Road (one lane in each direction) Two traffic lane Collector Road (one lane in each direction)

North Approach - Left Turn

Four traffic lane Arterial Road (two lanes in each direction)

North Approach - Through

North Approach - Right Turn

Intersection with 20 pedestrians at each approach Six traffic lane Arterial Road (three lanes in each direction)

292 1040 96 398 308 192

82 East Approach - Right Turn 500 East Approach - Through 0 East Approach - Left Turn

5 143 308

0

20 20 5

R L T E WT L R

R

L 20

7

#N/A

R T E L

20

N T 894

71 52 86

13 20 20

L 248

731

T S

R 6

L WT R

R T E L

R

8

#N/A

110 263 434 252

N T 748

5 120 164

R

N T #N/A

395

T S

R 17

#N/A R #N/A T E #N/A L

L

3

157

R

L #N/A

L WT R

L 132

9 L

#N/A #N/A #N/A

R

N T 204

R 86 28 300 88

N T #N/A

N T 526

50 299 52

R

T S

Education Facility L #N/A

L WT R

102

#N/A R #N/A T E #N/A L #N/A

R

R T E L

12

#N/A #N/A #N/A

#N/A

R 50 40 306 60

20

T S

R #N/A

L WT R

L 50

26 27

#N/A R #N/A T E #N/A L #N/A

L WT R

40

#N/A #N/A #N/A

N T 146

R 53 #N/A R 347 T E 39 L

25

#N/A

L WT R

E

30

#N/A R #N/A T #N/A L #N/A

#N/A

N T

R

L 27 R 349 T E W T R #N/A L

R #N/A 0 27 95

#N/A #N/A #N/A

#N/A

L 69

24

BOUNDARY ROAD S

R

N T #N/A

N T #N/A

L 20

52

T S

W

72 377 #N/A #N/A

R

28

42

E

L T R

37

N T 134

R 20 20 20 29

R 172 #N/A R 372 T 150 L

696

T S

101

R

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

L

72

R

R T E L

L WT R

N T 695

240 322 261

T S

R

L 100

132

L

481

T S

28 161 160 50

1 50

R

TO EPPING

Intersection with 50 pedestrians at each approach

West Approach - Left Turn West Approach - Through West Approach - Right Turn

L 20

L 74

LEGEND

Bus priority route

T S

L #N/A

#N/A #N/A #N/A

#N/A

4

50

R

#N/A

#N/A

T S

R #N/A

L WT R

R

N T 240

R 56

R T L

L #N/A

#N/A R #N/A T E #N/A L

L

59 317 50

L

L #N/A R #N/A T E WT R #N/A L L

L #N/A

39

L 20 R #N/A T E WT R 35 L

L #N/A

23

Major Town Centre, and Community Centre N T 65

N T #N/A

#N/A 412 46

R

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

76

5 159

R #N/A 8 108 61

R

N T 466

L 376 W T 193 R 121

115

R

438

T S

R 285 65 615 81

L 10

21

62

R

6 158

R 95 20 R #N/A T E 51 L

20

T S

R 178

L T R

L 20

30

N T #N/A

R L T E WT L R

20

27

R #N/A

R #N/A 155 236 20

48

#N/A #N/A #N/A

L

L WT R

L 149

22

247

EDGARS ROAD

R #N/A

L T R

#N/A

L

R T E L

0

#N/A

#N/A

N T 626

L

R

R

N T #N/A

0 0 0

450

R

R #N/A

N T 20

R

L #N/A

0

#N/A R #N/A T E #N/A L #N/A

#N/A R #N/A T E #N/A L

L

L WT R

Town Centre, Community Centre and Education Facility

R #N/A

L 0

12

#N/A

#N/A #N/A #N/A

#N/A

#N/A #N/A #N/A

L #N/A

L 3

20

N T #N/A

T S

0 0 0

#N/A R #N/A T E #N/A L #N/A

L T R

#N/A

T S

#N/A

#N/A #N/A #N/A

L N T 352

N T #N/A

L #N/A

#N/A

L WT R

R

N T 459

ANDREW ROAD

R #N/A

L T R

L

#N/A R #N/A T E #N/A L

20

R

W

N T #N/A

R 0 #N/A R #N/A T E #N/A L

#N/A

L WT R

L #N/A

#N/A #N/A #N/A

R

#N/A #N/A #N/A

R #N/A N T 333

#N/A

T S

R #N/A 5 49 20

L WT R

#N/A R #N/A T E #N/A L

#N/A

R

R T E L

20

#N/A #N/A #N/A

Town Centre, Community Centre and Education Facility L 3

N T #N/A

R #N/A 20 0 20

20

T S

R #N/A

L T R

L 20

13 10

#N/A R #N/A T E #N/A L

75

N T 210

129

W

7

#N/A #N/A #N/A

R

T S

#N/A

T S

R #N/A 11 R #N/A T 182 L

#N/A R 41 T E L 5

14 L

18 L

W

R

17 #N/A

E

50

N T 31

R #N/A

L #N/A W T #N/A R #N/A

R T L

T S

EPPING ROAD

L

0

R 20

SUMMERHILL ROAD 0 19 50

#N/A

EPPING ROAD

27

KOUKOURA DRIVE

L 0

15

N T #N/A

#N/A R #N/A T E #N/A L

448

ANDREW ROAD

0 2 2

BODYCOATS

R 0

L WT R

N T 20

L #N/A

32 2

N T 0

N T 457

L 56 W T #N/A R 2

R T E L

60 344 33

20

52 130 229 64

31 57

23

73

South Approach - Right Turn

South Approach - Through

South Approach - Left Turn

2 TO WALLAN

Interim Design Year Scenario: AM Peak - Intersection Turn Movement Analysis Summary (Light Vehicle)

R 32

L

T S

L

59

T S

L

#N/A 45 1 7

E

W

L T R

#N/A

T S

R #N/A 10 R #N/A T 171 L

#N/A R 39 T E L 5

14 L

L

L T R

51 0 0

R

N T #N/A

L

L #N/A

#N/A

T

W

121

T S

N T 47

R 3

R 8 #N/A T 117 L

E

W

L T R

1 27 1

#N/A

L

29

55

0

R

L 63 5 49 24

L

32

T S

R T E L

W

L T R

L #N/A W T #N/A R #N/A

R 5 #N/A T 56 L

19 #N/A

L

171

T S

W

L 2

E

R #N/A

77

R

W

L T R

#N/A

#N/A

#N/A

T S

R 35

L T R

44 55 107 51

L

197

T S

#N/A

T S

N T 72

R 45

R 5 56 T E 249 L

L WT R

32 272 43

232

9

R

L

#N/A #N/A #N/A #N/A

L

72 428 83

N T 63

L

54

T S

E

KOUKOURA DRIVE L 61 W T 30 R 115 114

L

L 111

412

T S

R T L

E

L 353 W T 181 R 114

R

150

L

E

W

L T R

#N/A

#N/A

T S

E

W

L T R

6 218 12 19

L

94

T S

R

Bus priority route

143 308

0 South Approach - Right Turn

Two traffic lane Collector Road (one lane in each direction)

82 East Approach - Right Turn 500 East Approach - Through 0 East Approach - Left Turn

5 South Approach - Through

Two traffic lane Arterial Road (one lane in each direction)

N T #N/A

45

R

L

L #N/A

L

R #N/A

#N/A

T S

#N/A

R

#N/A

L

#N/A

T S

L 65

#N/A

T

R T L

#N/A 296 124

30

Education Education Facility Facility

L

N T #N/A

#N/A

T S

L #N/A

354

T S

R 19

L #N/A

R T E L #N/A

R

N T 511

L 14 W T #N/A R 134 74

R

L #N/A #N/A R #N/A T E #N/A L

10

#N/A

27

L

#N/A

T S N T #N/A

L

#N/A

T S

20 303 11

L

26

L

L #N/A

426

T S

L

R #N/A

L WT R

E

R T E L

N T #N/A

#N/A

T S

Education Facility L #N/A

#N/A

R

L #N/A

N T #N/A

#N/A

R

R 15

63

L

L #N/A

L

#N/A

T S

L WT R

N T 191

44 375 16

L 127

77

L

3 21

L

29

T S

19

R

R T L

E

CRAIGIEBURN ROAD

L WT R

30 453 38

L 150

R T E L

32 13 5

R L T E WT L R

1

R

N T 805

L 10

626

T S

39

26

T S

R 171 24 276 149

2 L

12 2 0

L 223

7

#N/A

R T E L

227

658

64 46 77

R

N T 190

R 60 69 288 17

N T 673

T S

R 6

L WT R

99 237 390

R

8

#N/A

#N/A R #N/A T E #N/A L

356

T S

5 108 147

R

L 119

9 92

L WT R

N T 474

45 269 47

L

#N/A #N/A #N/A

#N/A

L WT R

11

#N/A R #N/A T E #N/A L #N/A

R

R T E L

R

#N/A #N/A #N/A

#N/A

R 53 37 288 57

21

T S

R #N/A

L WT R

L 47

26

38

#N/A R #N/A T E #N/A L #N/A

L WT R

R

#N/A #N/A #N/A

N T 137

R 50 #N/A R 326 T E 37 L

25

#N/A

R

L WT R

E

N T

R

L 25 R 328 T E W T R #N/A L

R #N/A 0 27 95

#N/A R #N/A T #N/A L #N/A

N T #N/A

24 L

R

N T #N/A

67 355 #N/A

L 0

52

T S

L T R

BOUNDARY ROAD S

#N/A #N/A #N/A

147

292 1040 96 398 308 192 South Approach - Left Turn

Four traffic lane Arterial Road (two lanes in each direction)

T S

42

W

35

28

R 81 27 282 82

North Approach - Left Turn

Intersection with 50 pedestrians at each approach

North Approach - Through

North Approach - Right Turn

A minimum total vehicle of 50 vehicles (LV + HV). If the total volumes less than 50 vehicles, an additional LV of up to 50 will be added to the turn movement to meet the minimum total vehicles. eg. 3 input = 50 total volumes (LV & HV)

Six traffic lane Arterial Road (three lanes in each direction)

L

#N/A R #N/A T E #N/A L #N/A

R

N T 369

11 86

R

R

91

R

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

L

68

R

R T E L

L WT R

N T 626

216 290 234

T S

R

L 90

119

L

433

T S

28 145 144 4

1 23

R

TO EPPING

A minimum total vehicle of 20 vehicles (LV + HV). If the total volumes less than 20 vehicles, an additional LV of up to 20 will be added to the turn movement to meet the minimum total vehicles. eg. 3 input = 20 total volumes (LV & HV)

West Approach - Left Turn West Approach - Through West Approach - Right Turn

51

E

R

N T 134

R 0

R 162 #N/A R 349 T 141 L

#N/A

T S

0 26 29

L 70

LEGEND

Intersection with 20 pedestrians at each approach

#N/A

#N/A

4

0

R

R 53

L 64 W T #N/A R 161

#N/A

#N/A #N/A #N/A

R

N T 226

R 52

R T L

T S

R #N/A

L WT R

#N/A R #N/A T E #N/A L

L

56 298 0

L 0

L #N/A R #N/A T E WT R #N/A L L

L #N/A

37

L

R L 0 #N/A T E WT R 35 L

L #N/A

23

19

N T 65

N T #N/A

#N/A 388 43

Major Town Centre, and Community Centre

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

L 55

189

T S

R T L

72

5

108

R #N/A 8 102 57

R

N T 438

R 268 61 578 76

L 9

21

62

R

6 149

R 89

R 7 #N/A T 51 L

0

T S

R 167

L T R

L 8

30

EDGARS ROAD

R #N/A

L T R

N T #N/A

R L T E WT L R

R

27

R #N/A

R #N/A 146 222 18

45

T S

#N/A #N/A #N/A

L

L WT R

L 140

22

#N/A

N T 588

T S

L #N/A

T S

#N/A

R #N/A

N T 20

#N/A

L

R T E L

0

R

L WT R

Town Centre, Community Centre and Education Facility

L #N/A #N/A R #N/A T E #N/A L

L

L 3

20

R

#N/A

0 0 0

405

#N/A R #N/A T E #N/A L #N/A

W

N T #N/A

#N/A #N/A #N/A

L #N/A

#N/A

L

L #N/A

R

N T #N/A

L 0

12 0

#N/A R #N/A T E #N/A L

R

N T #N/A

#N/A

#N/A #N/A #N/A

L N T 331

N T #N/A

R #N/A

R

N T 413

0 0 0

#N/A

#N/A #N/A #N/A

#N/A

R #N/A

L

T S

L WT R

ANDREW ROAD

R #N/A

L #N/A

#N/A R #N/A T E #N/A L

12

L T R

#N/A

T S

R #N/A N T 313

L

#N/A

T S R 0

#N/A R #N/A T E #N/A L #N/A

L WT R

L #N/A

#N/A #N/A #N/A

R

#N/A #N/A #N/A

R

L WT R

#N/A R #N/A T E #N/A L

#N/A

R

R T E L

0

#N/A #N/A #N/A

TownSCentre, Community Centre and Education Facility L 2

N T #N/A

R #N/A 0 0 0

1

T S

R #N/A

L T R

L 0

13 10

#N/A R #N/A T E #N/A L #N/A

R

W

6

#N/A #N/A #N/A

70

18 #N/A

L T R

L 0

N T 197

R #N/A

L #N/A W T #N/A R #N/A

W

R

17 #N/A

E

44

N T 29

R #N/A

L #N/A W T #N/A R #N/A

R T L

#N/A R #N/A T E #N/A L #N/A

EPPING ROAD

L

0

R 34

SUMMERHILL ROAD 0 18 27

403

EPPING ROAD

25

KOUKOURA DRIVE

L 0

15

N T #N/A

ANDREW ROAD

0 2 2

BODYCOATS

R 0

L WT R

N T 1

L #N/A

32 2

N T 0

N T 411

L 50 W T #N/A R 2

R T E L

60 344 33

10

52 130 229 64

31 57

23

73

3 TO WALLAN

Interim Design Year Scenario: AM Peak - Intersection Turn Movement Analysis Summary (Heavy Vehicle)

N T 46

R 4

L 6 W T #N/A R 0 0

L

R 0 1 2

0

L

T S

L #N/A W T #N/A R #N/A L

4

T S

R #N/A

L #N/A W T #N/A R #N/A

L 0

R 2

SUMMERHILL ROAD

#N/A R 2 T E 0 L

#N/A

T S

R #N/A

W

L

3 0 0

R

L

N T L #N/A #N/A

L T R

L

Town SCentre, Community Centre and Education Facility L 0

8

T S

N T 3

R 0 1 R #N/A T E 7 L

L WT R

0 2 0 0

R

L 4 0 3 2

29

4

L

2

T S

R T E L

W

L T R

R #N/A

L #N/A W T #N/A R #N/A

L 0 0 R #N/A T E 4 L

19 #N/A

L

11

T S

W R #N/A

R

#N/A R #N/A T E #N/A L

#N/A

R 2

W

L T R

3 4 7

20 3

L

13

T S

#N/A

N T 5

R 3

L WT R

E

2 17 3 1

R

L

3

T S

#N/A

0

T S

5 27 5

KOUKOURA DRIVE

L 7

6 9

L

3

T S

7

23 12 7

L 1

N T 28

10

L

12

T S

R #N/A 0 6 4

R T E L

N T L #N/A #N/A

L #N/A W T #N/A R #N/A #N/A

L

L 3

R T E L

L WT R

0 14 1

N T 14

1

L

Four traffic lane Arterial Road (two lanes in each direction) Two traffic lane Arterial Road (one lane in each direction) Two traffic lane Collector Road (one lane in each direction)

North Approach - Left Turn

Six traffic lane Arterial Road (three lanes in each direction)

North Approach - Through

Intersection with 20 pedestrians at each approach

North Approach - Right Turn

Intersection with 50 pedestrians at each approach

Bus priority route 19 66 6 25 20 12

5 East Approach - Right Turn 32 East Approach - Through 0 East Approach - Left Turn

5 9 20 0 South Approach - Through

South Approach - Right Turn

South Approach - Left Turn

Heavy Vehicle Assumptions: 10% of LV are HV on Epping Road applied on all approaches 6% of LV are HV on all other roads applied on all approaches

R T E L

T S

#N/A

R

#N/A #N/A

#N/A #N/A #N/A

L

T S

L 2 W T #N/A R 15

N T 57

### R ### T E ### L

10 8

R

L #N/A

L

47

T S

#N/A

R

T S

0 2 2

L #N/A 2 R 21 T E W T 19 R 8 #N/A L

L

T

2

R

#N/A R 21 T E 2 L

L

#N/A

T S

R T L

L WT R

1 19 1 2

R

E

2

Education Facility

R

L

#N/A R #N/A T #N/A L

6

T S

L #N/A W T #N/A R #N/A #N/A #N/A #N/A

L

T S

T S

L WT R

N T 12

3 24 1

L 8

3 1

L

2

T S

1

R

R T L

L WT R

E

CRAIGIEBURN ROAD

2 29 2

1 R 0 T E 0 L

73

T S

0

R

N T 89

7 5 9 9

70

T S

N R T L #N/A #N/A #N/A

L 1

L #N/A 4 R 1 T E W T #N/A R #N/A 1 L

7 L

L 10

10

#N/A R #N/A T E #N/A L #N/A #N/A #N/A

R

2

T S

R T E L

L WT R

24 32 26

L

T S

R

13

L

16 R 16 T E 0 L

48

T S

N R T L 2 5 13

L 10

1

4

R

N T 70

R 19 2 18 9

2 2

L

L 25

8

R 1

L WT R

11 R 26 T E 43 L 25

R

N T 75

1 12 16

R

N T 12

R 4 4 18 1

T S

7

#N/A R #N/A T E #N/A L #N/A #N/A #N/A

R

L WT R

L 13

9

N R T L #N/A #N/A #N/A

L

T S

40

L

#N/A #N/A #N/A

R

10

5 30 5

R

L #N/A W T #N/A R #N/A

E

N T 53

R 2 #N/A R #N/A T E #N/A L

#N/A #N/A #N/A

R

R 6

L

L

T S

L WT R

R

L

T S

9

R

T S

R T E L

1

#N/A #N/A #N/A

R 5

R T E L

1

L

L 4 2 18 5

2 18 4

N R T L #N/A #N/A #N/A #N/A R #N/A T E #N/A L

Education Facility

N R T L #N/A #N/A #N/A

L 3

26

2

L #N/A W T #N/A R #N/A

N T 9

R 3

N R T L #N/A #N/A #N/A 0 2 6

L #N/A #N/A R #N/A T E WT #N/A R #N/A #N/A L

L

25

#N/A #N/A

BOUNDARY ROAD S

N T

R

L 0

3

T S

L 4

24 #N/A

R

N T 9

3

L

W

4 23 #N/A

2

28

3

R

E

L T R

N T #N/A

3

R

TO EPPING

LEGEND

West Approach - Left Turn West Approach - Through West Approach - Right Turn

R

4

0

R

39

R 2 #N/A R #N/A T E #N/A L

T S

#N/A #N/A

T S

R 3 4 19 0

L

N R T L #N/A #N/A #N/A

#N/A R #N/A T E #N/A L

5

R

5

7

R

26

T S

R 17

L WT R

N T 38

21 L

R T E L

3

T S

#N/A

R 0

L 0 R #N/A T E WT R 2 L

L #N/A W T #N/A R #N/A

4

4 37 5

L 0

N R T L #N/A #N/A #N/A

4 2 7

R

N T 4

R 11

L T R

L WT R

L

Major Town Centre, and Community Centre

R 10 #N/A R 22 T 9 L

23 2

R

N T 4

#N/A

R L #N/A T E WT 25 L R 3

1

27 L

R 6 0 R #N/A T E 3 L

30 L

L #N/A W T #N/A R #N/A

L 1

10

ANDREW ROAD

### ### ###

9 14 1

22

15

N R T L #N/A #N/A #N/A

L 9

EDGARS ROAD

N T 1

R #N/A

L T R

L #N/A

11

R

L #N/A W T #N/A R #N/A

R

N T 41

R

R #N/A

Town Centre, Community Centre and Education Facility

T S

L 7 W T #N/A R 18

R

#N/A #N/A

T S

L 0 0 R 4 T 16 L

R

N T L #N/A #N/A #N/A R #N/A T E #N/A L

L

T S

0

#N/A R #N/A T E #N/A L

L N T 21

R

0 R 0 T E 0 L

45

R 6 #N/A R #N/A T E #N/A L

L

T S

0

N R T L #N/A #N/A #N/A

L #N/A W T #N/A R #N/A

L 0

12 L

T S

#N/A #N/A

0 0 0

R

#N/A #N/A #N/A

#N/A #N/A #N/A

N T L #N/A #N/A

L #N/A W T #N/A R #N/A

5

T S

#N/A #N/A

#N/A

L

L T R

N T L #N/A #N/A

N T L #N/A #N/A

R #N/A N T 20

L

R #N/A

L WT R

R N T 46

R 0 #N/A R #N/A T E #N/A L

#N/A #N/A #N/A

R

#N/A #N/A #N/A

1

R

L #N/A W T #N/A R #N/A

#N/A R #N/A T E #N/A L #N/A

R

R T E L

0

#N/A #N/A #N/A

#N/A #N/A

T

T S

R #N/A

W

0 0 0

0

T S

N R T L #N/A #N/A #N/A

L 0

13 1

#N/A R #N/A T E #N/A L #N/A

L T R

0

L #N/A W T #N/A R #N/A

4

18 L

L

R

N T 13

#N/A

0

1 R #N/A T E 11 L

L

14

3

17 #N/A

L #N/A WT 3 R 0

R

N T 2

R #N/A

R T E L

### R ### T E ### L #N/A

EPPING ROAD

2

KOUKOURA DRIVE

L 0

15

45

EPPING ROAD

0 0 0

N T 0

ANDREW ROAD

R 0

L WT R

N T

BODYCOATS

N T 0

L #N/A

32

L 3 W T 20 R 3

3 15 0

31 2

1

0

L T R S

R T E L

4

Interim Design Year Scenario: AM Peak - Degree of Saturation (DOS) Summary

TO WALLAN 0.1 0.06 0 0.05

0.2 0.13 0.09 0.09

0 0.09 0.04

0.12 0.12 0.27

0

17

0

0.08 0.05 0.13

0.05

#N/A #N/A #N/A

0.16 0.13

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

18 0

0.22 0.16

0

0.65 0.02

0

0.36 0.18

0.13 0.05 0 0.14

0.1 0.1 0.13

0.19

0.09

0.09

#N/A #N/A #N/A

#N/A #N/A #N/A

0.19 #N/A #N/A #N/A

0.13

#N/A #N/A #N/A

#N/A #N/A #N/A

19

0.08

0.82

0.69

0.32 0.47 0.47 0.06 0.18 0.82

1 1 0

0.85

0.45 0.68 0.6 0.6

22

0 0.81 0.1

0.16 0.16 0.13

0 0.73 0.15

23 0.04

0

0

0.12 0.02

KOUKOURA DRIVE

0

0.1

0.1 0.1 0.18

0.09

0.77

0.16

0.18

0.07

0.08 0.53 0.7 0.26

0.13

0.08 0.55 0.55

#N/A #N/A #N/A

0.82 0.08

5

0.22 0.4 0.83 0.06

0.66

0.02 0.52 0.15

28

#N/A #N/A #N/A

0.25

0.07

0.43

0

0.06

0.79

0

10 0.06

0.65

0

26

0.1

0.25 0.71 0.71

0.16

0.66

0.19

0.06 0.5 0.3

0.11 0.11 0.14

0.64 0.62 0.49

9 0.16

0.56

0.66

#N/A #N/A #N/A 0.13 0.22 0.22

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

0.19

0.81

0.18

0.02 0.31 0.78

#N/A #N/A #N/A

0.1 0.05 0.02

8 0.05

0.79

0.18

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

0.74

0.77

0.15

0.24 0.63 0.78

#N/A #N/A #N/A

#N/A #N/A #N/A 0.48 0.31 0.06

7 0.1

0.62

0.23

Degree of Saturation less than 0.85 Intersection not analysed Six traffic lane Arterial Road (three lanes in each direction) West Approach - Left Turn West Approach - Through West Approach - Right Turn

North Approach - Through

Degree of Saturation between 0.85 and 0.95

0.6 0.22 0.67 0.11

0.64

0.05 0.64 0.16

0.65 0.65

3 0.1

0.11 0.14

0.48 0.81 0.81 0.58 0.48 0.03

CRAIGIEBURN ROAD

0.04 0.81 0.3

2 0.15 0.15 0.54

0.2 0.48 0.19

0.79

0.83

0.15

0.25 0.63 0.82

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

0.1

0.58

East Approach - Right Turn East Approach - Through East Approach - Left Turn

39

0.22 0.53 0.53 0.5 0.3 0.06

1

TO EPPING North Approach - Left Turn

Degree of Saturation between 0.95 and 1.00

South Approach - Through

South Approach - Right Turn

South Approach - Left Turn

Bus priority route

0

0.67 0.67 0.14

#N/A #N/A #N/A

0.66

4 0.25

North Approach - Right Turn

Degree of Saturation greater than 1.00

Two traffic lane Collector Road (one lane in each direction)

0 0.68 0.04

25 0.03

#N/A #N/A #N/A

LEGEND

Two traffic lane Arterial Road (one lane in each direction)

0

11

BOUNDARY ROAD

#N/A #N/A #N/A

0.19 0.22 0.14

Four traffic lane Arterial Road (two lanes in each direction)

0.45

0.84 0.84

21

0.8

0.5

0 0.62 0.29

#N/A #N/A #N/A #N/A #N/A #N/A

0.32 0.32 0.51

0.29 0.59 0.81

0.13

Education Facility #N/A #N/A #N/A

0.74 0.74 0.65

0.52 0.75 0.09

6

0

0.03 0 0.46

0.35 0.48 0.48 0.06 0.69 0

EDGARS ROAD

0.11

#N/A #N/A #N/A

ANDREW ROAD

30 0.05

0

24

0.17 0.17 0.19

#N/A #N/A #N/A

0

0

Education Facility

0.8 0.05 0 0.05

0.07 0.74 0

0.13 0.29 0.29 0.05 0 0.03

27

0.02

0 0 0

0

0.07 0 0.4

#N/A #N/A #N/A

0.1

Major Town Centre, and Community Centre

0.05

0

#N/A #N/A #N/A

0.04

20 0.19

0

#N/A #N/A #N/A

#N/A #N/A #N/A

0

12

#N/A #N/A #N/A #N/A #N/A #N/A

0.36 0.36 0.39

Town Centre, Community Centre and Education Facility

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

0.05 0 0.06

0 0 0

#N/A #N/A #N/A

#N/A #N/A #N/A 0.13 0.17 0.17

29

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

BODYCOATS

0.36 0.02

#N/A #N/A #N/A #N/A #N/A #N/A

Town Centre, Community Centre and Education Facility 0

0

0.13 0.05 0.03

13 0.08 0.08 0.11

#N/A #N/A #N/A 0.05 0 0.17

SUMMERHILL ROAD

0.07 0.07

0

EPPING ROAD

KOUKOURA DRIVE

0

0.02

0.08 0.02

0 0.08 0.02

14

ANDREW ROAD

15

0.78

EPPING ROAD

0.11 0.05 0.13

0

32 0.01

0.07 0.07 0.13

0.79

0.24

0.07 0.76 0.35

31 0.08 0.08 0.17

0.31 0.59 0.03

5

2

1

SITE LAYOUT

Site: Intersection 1 AM 2026

MOVEMENT SUMMARY

Site: Intersection 1 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 1 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 120 seconds (User-Given Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1 3 R2

132 481 50

9.8 10.0 6.0

0.105 0.617 0.225

11.2 40.8 60.5

LOS B LOS D LOS E

1.6 16.6 2.7

12.1 126.1 19.9

0.27 0.87 0.94

0.69 0.80 0.75

63.7 41.2 34.6

Approach

663

9.7

0.617

36.4

LOS D

16.6

126.1

0.76

0.77

43.6

East: Lehmanns Rd 4 L2 5 T1 6 R2

50 160 161

0.0 10.0 9.9

0.055 0.314 0.484

18.5 46.7 54.7

LOS B LOS D LOS D

1.2 5.2 8.5

8.7 39.7 64.9

0.49 0.91 0.94

0.69 0.71 0.81

57.7 39.7 33.6

Approach

371

8.6

0.484

46.4

LOS D

8.5

64.9

0.87

0.75

38.3

North: Epping Rd 7 L2 8 T1 9 R2

160 645 171

43.8 2.9 0.0

0.150 0.770 0.737

8.6 53.8 63.8

LOS A LOS D LOS E

1.9 24.7 10.2

18.5 177.5 71.7

0.27 0.92 1.00

0.61 1.08 0.86

47.8 41.1 30.5

Approach

976

9.1

0.770

48.1

LOS D

24.7

177.5

0.83

0.97

39.6

West: Craigieburn Rd East 10 L2 240 11 T1 322 12 R2 260

10.0 9.9 10.0

0.244 0.632 0.783

14.3 49.4 61.4

LOS B LOS D LOS E

5.1 11.2 15.5

38.5 85.3 117.9

0.44 0.96 1.00

0.72 0.79 0.89

53.3 38.6 33.6

Approach

822

10.0

0.783

43.0

LOS D

15.5

117.9

0.82

0.80

39.9

2832

9.4

0.783

43.6

LOS D

24.7

177.5

0.81

0.84

40.4

All Vehicles

Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

3

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 18 %

B No 21 37 4 2 43 36 %

C No 64 23 4 2 29 24 %

D No 93 21 4 2 27 23 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:35:45 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50 50

Average Delay sec 54.3 40.1 54.3 40.1

200

47.2

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.2 0.2 LOS E 0.1 0.1 LOS E 0.2 0.2 LOS E 0.1 0.1 LOS E

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 1:31:57 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.95 0.82 0.95 0.82

Effective Stop Rate per ped 0.95 0.82 0.95 0.82

0.89

0.89

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 1:31:57 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

6

5

4

SITE LAYOUT

Site: Intersection 2 AM 2026

MOVEMENT SUMMARY

Site: Intersection 2 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 2 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 80 seconds (Practical Cycle Time)

South: Collector Rd 1 L2 2 T1 3 R2 Approach

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

41 28 72

4.9 7.1 5.6

0.146 0.146 0.537

29.2 24.6 46.4

LOS C LOS C LOS D

2.1 2.1 2.9

15.4 15.4 21.6

0.80 0.80 1.00

0.69 0.69 0.77

39.9 36.4 33.0

141

5.7

0.537

37.1

LOS D

2.9

21.6

0.90

0.73

35.4

East: Craigieburn Rd East 4 L2 158 5 T1 294 6 R2 26

5.7 6.1 7.7

0.186 0.482 0.197

20.0 23.6 47.0

LOS C LOS C LOS D

3.5 9.3 1.0

26.0 68.6 7.6

0.61 0.85 0.97

0.75 0.72 0.71

45.7 52.7 34.0

Approach

478

6.1

0.482

23.7

LOS C

9.3

68.6

0.78

0.73

48.8

North: Collector Rd 7 L2 8 T1 9 R2

160 202 64

6.3 5.9 6.3

0.809 0.809 0.480

40.4 35.8 46.0

LOS D LOS D LOS D

15.0 15.0 2.6

110.2 110.2 19.2

1.00 1.00 1.00

0.98 0.98 0.75

35.7 33.0 33.1

Approach

426

6.1

0.809

39.1

LOS D

15.0

110.2

1.00

0.95

33.9

West: Craigieburn Rd East 10 L2 32 11 T1 482 12 R2 40

6.3 6.0 5.0

0.038 0.813 0.297

19.0 31.5 47.4

LOS B LOS C LOS D

0.7 19.2 1.6

4.9 141.3 11.6

0.56 0.97 0.98

0.70 0.93 0.73

46.3 47.3 33.9

Approach

554

6.0

0.813

31.9

LOS C

19.2

141.3

0.95

0.90

46.0

1599

6.0

0.813

31.8

LOS C

19.2

141.3

0.91

0.85

41.7

All Vehicles

Cycle Time = 80 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Split Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

6

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 15 %

B No 12 18 4 2 24 30 %

C No 36 6 4 2 12 15 %

D No 48 26 4 2 32 40 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:40:18 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 2 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 24.8 34.3 24.8 34.3

80

29.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS D 0.0 0.0 LOS C 0.0 0.0 LOS D 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:14:07 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 2 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.79 0.93 0.79 0.93

Effective Stop Rate per ped 0.79 0.93 0.79 0.93

0.86

0.86

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:14:07 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 2 2026.sip6 8000907, AECOM, NETWORK / Enterprise

7

7

9

8

PHASING SUMMARY SITE LAYOUT Site: Intersection 3 AM 2026 New Site Signals - Fixed Time

Site: Intersection 3 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 3 AM 2026 New Site Signals - Fixed Time

Cycle Time = 100 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 2 3

L2 T1 R2

Approach

22 31 20

4.5 6.5 5.0

0.101 0.101 0.139

32.5 27.9 52.9

LOS C LOS C LOS D

1.9 1.9 1.0

13.9 13.9 6.9

0.76 0.76 0.96

0.64 0.64 0.70

38.9 35.5 31.2

73

5.5

0.139

36.1

LOS D

1.9

13.9

0.82

0.66

35.1

East: Craigieburn Rd East 4 L2 20 5 T1 306 6 R2 73

5.0 5.9 5.5

0.023 0.479 0.583

21.4 28.1 59.3

LOS C LOS C LOS E

0.5 11.8 3.7

3.7 86.8 27.3

0.55 0.84 1.00

0.69 0.72 0.78

44.9 49.5 30.5

Approach

399

5.8

0.583

33.5

LOS C

11.8

86.8

0.85

0.73

44.3

North: Collector Rd 7 L2 8 T1 9 R2

135 203 86

5.9 5.9 5.8

0.650 0.650 0.603

38.4 33.8 56.0

LOS D LOS C LOS E

14.6 14.6 4.4

107.4 107.4 32.0

0.93 0.93 1.00

0.82 0.82 0.80

36.5 33.6 30.3

Approach

424

5.9

0.650

39.8

LOS D

14.6

107.4

0.95

0.81

33.7

West: Craigieburn Rd East 10 L2 47 11 T1 399 12 R2 20

6.4 6.0 5.0

0.034 0.641 0.159

8.3 29.9 56.6

LOS A LOS C LOS E

0.3 16.4 1.0

1.9 120.7 7.1

0.18 0.90 0.97

0.64 0.78 0.70

54.4 48.3 31.2

Approach

466

6.0

0.641

28.9

LOS C

16.4

120.7

0.83

0.76

47.7

1362

5.9

0.650

34.0

LOS C

16.4

120.7

0.87

0.76

40.7

All Vehicles

Cycle Time = 100 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 8 4 2 14 14 %

B No 14 27 4 2 33 33 %

C No 47 7 4 2 13 13 %

D No 60 34 4 2 40 40 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 15 August 2014 2:50:48 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 28.1 36.2 28.1 33.6

80

31.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS D 0.0 0.0 LOS C 0.0 0.0 LOS D 0.0 0.0 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:50:49 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.75 0.85 0.75 0.82

Effective Stop Rate per ped 0.75 0.85 0.75 0.82

0.79

0.79

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:50:49 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

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11

10

SITE LAYOUT

Site: Intersection 4 AM 2026

MOVEMENT SUMMARY

Site: Intersection 4 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 4 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 80 seconds (User-Given Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Edgars Rd 1 L2 2 T1 3 R2

20 100 156

5.0 6.0 5.8

0.253 0.253 0.636

31.1 26.7 43.1

LOS C LOS C LOS D

3.8 3.8 6.1

27.6 27.6 45.1

0.83 0.83 0.99

0.71 0.71 0.83

42.7 38.8 36.1

Approach

276

5.8

0.636

36.3

LOS D

6.1

45.1

0.92

0.78

37.4

East: Craigieburn Rd East 4 L2 87 5 T1 300 6 R2 29

5.7 6.0 6.9

0.108 0.673 0.218

20.7 31.1 47.1

LOS C LOS C LOS D

2.0 11.1 1.1

14.3 81.4 8.5

0.61 0.96 0.97

0.73 0.83 0.72

48.3 47.6 34.0

Approach

416

6.0

0.673

30.0

LOS C

11.1

81.4

0.89

0.80

46.4

North: Edgars Rd 7 L2 8 T1 9 R2

74 240 55

5.4 5.8 5.5

0.657 0.657 0.224

33.8 30.9 39.0

LOS C LOS C LOS D

11.3 11.3 2.0

82.6 82.6 14.6

0.95 0.95 0.93

0.83 0.83 0.74

38.6 37.6 35.4

Approach

369

5.7

0.657

32.7

LOS C

11.3

82.6

0.94

0.82

37.4

West: Craigieburn Rd East 10 L2 20 11 T1 232 12 R2 20

0.0 6.0 5.0

0.024 0.521 0.149

19.9 29.3 46.6

LOS B LOS C LOS D

0.4 8.1 0.8

3.0 59.5 5.7

0.58 0.92 0.97

0.69 0.77 0.70

45.8 48.7 35.8

Approach

272

5.5

0.521

29.9

LOS C

8.1

59.5

0.90

0.75

47.2

1333

5.8

0.673

32.0

LOS C

11.3

82.6

0.91

0.79

41.7

All Vehicles

Cycle Time = 80 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

12

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 11 4 2 17 21 %

B No 17 20 4 2 26 33 %

C No 43 6 4 2 12 15 %

D No 55 19 4 2 25 31 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:43:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 30.7 32.4 30.7 32.4

80

31.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS D 0.0 0.0 LOS D 0.0 0.0 LOS D 0.0 0.0 LOS D 0.0 0.0 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 10:37:15 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.88 0.90 0.88 0.90

Effective Stop Rate per ped 0.88 0.90 0.88 0.90

0.89

0.89

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 10:37:15 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

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13

15

14

PHASING SUMMARY SITE LAYOUT Site: Intersection 5 AM 2026 New Site Signals - Fixed Time

Site: Intersection 5 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 5 AM 2026 New Site Signals - Fixed Time

Cycle Time = 120 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Rd 1 2 3

L2 T1 R2

Approach

160 201 50

6.3 6.0 0.0

0.189 0.223 0.135

24.9 29.6 48.2

LOS C LOS C LOS D

5.3 5.9 2.4

39.2 43.5 16.9

0.61 0.74 0.86

0.73 0.60 0.73

43.9 40.4 35.0

411

5.4

0.223

30.0

LOS C

5.9

43.5

0.70

0.67

40.9

East: Craigieburn Rd East 4 L2 50 5 T1 387 6 R2 60

0.0 4.9 6.7

0.063 0.833 0.406

28.4 55.1 66.0

LOS C LOS E LOS E

1.7 17.1 3.5

11.9 124.9 25.9

0.62 0.98 0.99

0.72 0.88 0.76

43.9 36.3 31.3

Approach

497

4.6

0.833

53.8

LOS D

17.1

124.9

0.94

0.85

36.3

North: Koukoura Rd 7 L2 8 T1 9 R2

109 477 285

2.8 5.9 6.0

0.126 0.814 0.800

25.6 43.9 61.4

LOS C LOS D LOS E

3.5 26.3 17.1

25.1 193.7 126.1

0.59 0.95 1.00

0.74 0.90 0.89

48.6 37.8 32.8

Approach

871

5.5

0.814

47.3

LOS D

26.3

193.7

0.92

0.88

36.9

West: Craigieburn Rd East 10 L2 376 11 T1 193 12 R2 121

6.1 6.2 5.8

0.513 0.588 0.814

33.9 49.9 73.0

LOS C LOS D LOS E

15.9 10.6 7.7

117.3 78.1 56.7

0.78 0.97 1.00

0.82 0.80 0.90

43.2 38.3 28.8

Approach

690

6.1

0.814

45.3

LOS D

15.9

117.3

0.87

0.83

38.5

2469

5.5

0.833

45.1

LOS D

26.3

193.7

0.88

0.82

37.8

All Vehicles

Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 28 4 2 34 28 %

B No 34 30 4 2 36 30 %

C No 70 10 4 2 16 13 %

D No 86 28 4 2 34 28 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Thursday, 21 August 2014 1:13:17 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 54.2 36.8 54.2 36.8

80

45.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS D 0.1 0.1 LOS E 0.1 0.1 LOS D 0.1 0.1 LOS E

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Thursday, 21 August 2014 1:13:19 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.95 0.78 0.95 0.78

Effective Stop Rate per ped 0.95 0.78 0.95 0.78

0.87

0.87

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Thursday, 21 August 2014 1:13:48 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

10

17

16

SITE LAYOUT

Site: Intersection 6 AM 2026

MOVEMENT SUMMARY

Site: Intersection 6 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 6 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 100 seconds (User-Given Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 L2 2 T1 3 R2

158 57 115

5.7 5.3 6.1

0.246 0.131 0.497

28.8 33.1 49.9

LOS C LOS C LOS D

5.4 2.2 5.4

39.7 16.2 40.0

0.74 0.83 0.98

0.75 0.64 0.79

39.2 34.5 32.1

Approach

330

5.8

0.497

36.9

LOS D

5.4

40.0

0.84

0.74

35.6

East: Craigieburn Rd East 4 L2 81 5 T1 615 6 R2 65

6.2 6.0 6.2

0.088 0.751 0.522

19.8 31.2 59.0

LOS B LOS C LOS E

2.0 19.1 3.3

14.4 140.7 24.2

0.53 0.89 1.00

0.72 0.78 0.76

45.8 47.5 30.9

Approach

761

6.0

0.751

32.4

LOS C

19.1

140.7

0.86

0.77

45.3

North: Collector Rd 7 L2 8 T1 9 R2

118 67 178

5.9 6.0 6.2

0.184 0.155 0.770

28.1 33.3 54.7

LOS C LOS C LOS D

3.9 2.6 9.2

28.9 19.3 67.6

0.72 0.84 1.00

0.73 0.65 0.91

39.4 34.4 30.8

Approach

363

6.1

0.770

42.1

LOS D

9.2

67.6

0.88

0.80

33.8

West: Craigieburn Rd East 10 L2 77 11 T1 455 12 R2 88

6.5 5.9 5.7

0.083 0.528 0.704

19.8 28.4 61.2

LOS B LOS C LOS E

1.9 13.0 4.6

13.7 95.7 33.8

0.53 0.83 1.00

0.72 0.71 0.83

45.8 49.4 30.3

Approach

620

6.0

0.704

32.0

LOS C

13.0

95.7

0.82

0.72

44.9

2074

6.0

0.770

34.7

LOS C

19.1

140.7

0.85

0.76

41.0

All Vehicles

Cycle Time = 100 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

18

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 13 4 2 19 19 %

B No 19 33 4 2 39 39 %

C No 58 7 4 2 13 13 %

D No 71 23 4 2 29 29 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:46:36 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 31.2 44.2 31.2 44.2

80

37.7

Level of Average Back of Queue Service Pedestrian Distance ped m LOS D 0.0 0.0 LOS E 0.1 0.1 LOS D 0.0 0.0 LOS E 0.1 0.1 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 11:09:53 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.79 0.94 0.79 0.94

Effective Stop Rate per ped 0.79 0.94 0.79 0.94

0.87

0.87

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 11:09:53 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

11

19

SITE LAYOUT

20

Site: Intersection 7 AM 2026

MOVEMENT SUMMARY

Site: Intersection 7 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 7 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 100 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1 3 R2

86 696 101

10.5 10.1 9.9

0.098 0.676 0.728

19.1 25.1 59.2

LOS B LOS C LOS E

2.1 16.6 5.3

16.3 126.5 40.2

0.54 0.82 1.00

0.70 0.71 0.86

42.1 42.5 28.9

Approach

883

10.1

0.728

28.4

LOS C

16.6

126.5

0.81

0.72

40.3

East: Collector Rd 4 L2 5 T1 6 R2

20 20 36

5.0 5.0 11.1

0.022 0.046 0.349

12.8 32.2 57.0

LOS B LOS C LOS E

0.4 0.8 1.8

2.8 5.5 13.9

0.46 0.81 0.99

0.60 0.58 0.73

45.1 34.8 29.1

Approach

76

7.9

0.349

38.8

LOS D

1.8

13.9

0.81

0.66

33.7

North: Epping Rd 7 L2 8 T1 9 R2

20 894 20

5.0 10.0 5.0

0.015 0.815 0.139

6.8 30.0 53.9

LOS A LOS C LOS D

0.1 26.7 1.0

0.9 203.1 6.9

0.20 0.89 0.96

0.58 0.83 0.70

49.7 40.2 30.1

Approach

934

9.7

0.815

30.0

LOS C

26.7

203.1

0.88

0.82

40.1

71 51 86

9.9 9.8 10.5

0.267 0.267 0.829

36.6 32.0 63.3

LOS D LOS C LOS E

4.8 4.8 4.8

36.3 36.3 36.3

0.84 0.84 1.00

0.73 0.73 0.96

35.2 34.0 27.7

208

10.1

0.829

46.5

LOS D

4.8

36.3

0.90

0.82

31.4

2101

9.9

0.829

31.3

LOS C

26.7

203.1

0.85

0.78

38.8

West: Collector Rd 10 L2 11 T1 12 R2 Approach All Vehicles

Cycle Time = 100 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

21

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 8 4 2 14 14 %

B No 14 39 4 2 45 45 %

C No 59 6 4 2 12 12 %

D No 71 23 4 2 29 29 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:47:43 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 7 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 44.2 24.5 42.4 24.5

80

33.9

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS C 0.0 0.0 LOS E 0.1 0.1 LOS C 0.0 0.0 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 7:44:56 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 7 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.94 0.70 0.92 0.70

Effective Stop Rate per ped 0.94 0.70 0.92 0.70

0.82

0.82

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 7:44:56 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 7 2026.sip6 8000907, AECOM, NETWORK / Enterprise

12

24

23

22

PHASING SUMMARY SITE LAYOUT Site: Intersection 8 AM 2026 New Site Signals - Fixed Time

Site: Intersection 8 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 8 AM 2026 New Site Signals - Fixed Time

Cycle Time = 100 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Road 1 2 3

L2 T1 R2

Approach

70 731 20

10.0 10.0 0.0

0.048 0.787 0.179

6.2 30.1 56.7

LOS A LOS C LOS E

0.3 23.8 1.0

1.9 180.6 6.9

0.14 0.89 0.98

0.58 0.81 0.70

50.0 40.2 29.5

821

9.7

0.787

28.7

LOS C

23.8

180.6

0.83

0.79

40.5

East: Collector Rd 4 L2 5 T1 6 R2

20 20 20

0.0 0.0 5.0

0.033 0.049 0.093

28.7 33.9 47.8

LOS C LOS C LOS D

0.7 0.8 0.9

4.6 5.4 6.5

0.70 0.83 0.92

0.67 0.59 0.70

37.5 34.2 31.5

Approach

60

1.7

0.093

36.8

LOS D

0.9

6.5

0.82

0.65

34.2

248 748 20

10.1 10.0 10.0

0.181 0.806 0.192

6.9 31.1 57.1

LOS A LOS C LOS E

1.8 25.0 1.0

13.4 190.0 7.5

0.23 0.90 0.98

0.61 0.83 0.70

49.6 39.7 29.4

1016

10.0

0.806

25.7

LOS C

25.0

190.0

0.74

0.78

41.5

20 120 163

5.0 10.0 9.8

0.034 0.312 0.783

28.7 36.5 56.2

LOS C LOS D LOS E

0.7 5.0 8.5

4.8 38.2 64.6

0.70 0.89 1.00

0.67 0.71 0.92

37.4 33.4 29.3

303

9.6

0.783

46.6

LOS D

8.5

64.6

0.94

0.82

31.3

2200

9.6

0.806

30.0

LOS C

25.0

190.0

0.80

0.78

39.1

North: Epping Road 7 L2 8 T1 9 R2 Approach West: Collector Rd 10 L2 11 T1 12 R2 Approach All Vehicles

Cycle Time = 100 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 12 %

B No 12 37 4 2 43 43 %

C No 55 12 4 2 18 18 %

D No 73 21 4 2 27 27 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Thursday, 21 August 2014 1:09:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 8 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 44.2 28.1 44.2 28.1

80

36.2

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS C 0.0 0.0 LOS E 0.1 0.1 LOS C 0.0 0.0 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Thursday, 21 August 2014 1:09:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 8 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.94 0.75 0.94 0.75

Effective Stop Rate per ped 0.94 0.75 0.94 0.75

0.85

0.85

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Thursday, 21 August 2014 1:09:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 8 2026.sip6 8000907, AECOM, NETWORK / Enterprise

13

25

SITE LAYOUT

26

Site: Intersection 9 AM 2026

MOVEMENT SUMMARY

Site: Intersection 9 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 9 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 100 seconds (User-Given Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1 3 R2

102 396 252

9.8 10.1 9.9

0.159 0.562 0.660

28.2 38.5 45.1

LOS C LOS D LOS D

3.3 9.6 11.5

25.2 73.3 87.7

0.70 0.94 0.97

0.74 0.77 0.84

40.0 36.8 35.1

Approach

750

10.0

0.660

39.3

LOS D

11.5

87.7

0.92

0.79

36.6

East: Boundary Rd 4 L2 5 T1 6 R2

433 263 110

9.9 9.9 10.0

0.490 0.624 0.635

24.3 40.2 57.2

LOS C LOS D LOS E

13.7 11.8 5.5

104.2 89.2 41.9

0.70 0.95 1.00

0.81 0.82 0.81

46.0 39.3 32.8

Approach

806

9.9

0.635

34.0

LOS C

13.7

104.2

0.82

0.81

41.4

North: Epping Rd 7 L2 8 T1 9 R2

124 487 59

4.0 2.7 10.2

0.186 0.660 0.155

28.4 39.4 40.0

LOS C LOS D LOS D

4.1 12.2 2.3

29.5 87.1 17.9

0.71 0.96 0.84

0.74 0.80 0.74

42.4 36.5 35.8

Approach

670

3.6

0.660

37.4

LOS D

12.2

87.1

0.90

0.79

37.4

West: Boundary Rd 10 L2 11 T1 12 R2

50 299 52

10.0 10.0 9.6

0.057 0.500 0.299

18.7 40.8 52.8

LOS B LOS D LOS D

1.2 9.1 2.5

9.2 69.1 18.7

0.53 0.90 0.97

0.68 0.84 0.75

44.7 41.0 31.8

401

10.0

0.500

39.6

LOS D

9.1

69.1

0.86

0.81

39.9

2627

8.3

0.660

37.2

LOS D

13.7

104.2

0.88

0.80

38.7

Approach All Vehicles

Cycle Time = 100 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

27

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 22 4 2 28 28 %

B No 28 21 4 2 27 27 %

C No 55 10 4 2 16 16 %

D No 71 23 4 2 29 29 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:51:07 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 44.2 44.2 44.2 44.2

80

44.2

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS E 0.1 0.1 LOS E 0.1 0.1 LOS E 0.1 0.1 LOS E

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 12:02:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.94 0.94 0.94 0.94

Effective Stop Rate per ped 0.94 0.94 0.94 0.94

0.94

0.94

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 12:02:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

14

SITE LAYOUT Site: Intersection 10 AM 2026

28

29

Site: Intersection 10 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 10 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 80 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1

82 473

9.8 9.9

0.060 0.646

6.2 21.1

LOS A LOS C

0.3 15.1

1.9 114.5

0.17 0.87

0.59 0.76

49.9 44.5

Approach

555

9.9

0.646

18.9

LOS B

15.1

114.5

0.76

0.73

45.3

North: Epping Rd 8 T1 9 R2

568 21

10.0 9.5

0.790 0.064

25.8 34.9

LOS C LOS C

21.0 0.7

159.7 5.2

0.93 0.85

0.89 0.70

42.1 35.5

Approach

589

10.0

0.790

26.1

LOS C

21.0

159.7

0.93

0.89

41.8

West: Collector Rd 10 L2 12 R2

20 149

10.0 10.1

0.026 0.459

17.6 36.9

LOS B LOS D

0.4 5.4

3.3 40.8

0.58 0.94

0.64 0.79

42.1 34.3

Approach

169

10.1

0.459

34.6

LOS C

5.4

40.8

0.89

0.77

35.1

1313

10.0

0.790

24.2

LOS C

21.0

159.7

0.85

0.81

42.1

All Vehicles

Cycle Time = 80 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

30

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 26 %

B No 21 32 4 2 38 48 %

C No 59 15 4 2 21 26 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P3 P4

South Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 34.3 34.3 20.3

60

29.6

Level of Average Back of Queue Service Pedestrian Distance ped m LOS D 0.0 0.0 LOS D 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:18:17 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 10 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 12:52:14 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 10 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.93 0.93 0.71

Effective Stop Rate per ped 0.93 0.93 0.71

0.85

0.85

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:18:17 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 10 2026.sip6 8000907, AECOM, NETWORK / Enterprise

15

SITE LAYOUT

31

Site: Intersection 11 AM 2026 New Site Signals - Fixed Time

32

MOVEMENT SUMMARY Site: Intersection 11 AM 2026

Site: Intersection 11 AM 2026

New Site Signals - Fixed Time Cycle Time = 80 seconds (Practical Cycle Time) Variable Sequence Analysis applied. The results are given for the selected output sequence.

New Site Signals - Fixed Time Cycle Time = 80 seconds (Practical Cycle Time) Variable Sequence Analysis applied. The results are given for the selected output sequence.

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1

96 393

10.4 9.9

0.074 0.429

6.4 27.7

LOS A LOS C

0.4 6.6

3.0 50.0

0.20 0.89

0.60 0.73

49.8 41.2

Approach

489

10.0

0.429

23.6

LOS C

6.6

50.0

0.75

0.71

42.7

North: Epping Rd 8 T1 9 R2

410 59

10.0 10.2

0.448 0.130

27.9 30.2

LOS C LOS C

6.9 1.8

52.5 13.5

0.89 0.80

0.74 0.73

41.1 37.3

Approach

469

10.0

0.448

28.2

LOS C

6.9

52.5

0.88

0.74

40.6

West: Collector Rd 10 L2 12 R2

71 179

9.9 10.1

0.068 0.394

11.7 31.3

LOS B LOS C

1.1 5.9

8.6 44.7

0.44 0.87

0.64 0.78

45.1 36.4

250

10.0

0.394

25.8

LOS C

5.9

44.7

0.75

0.74

38.5

1208

10.0

0.448

25.8

LOS C

6.9

52.5

0.80

0.73

40.9

Approach All Vehicles

33

PHASING SUMMARY

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A No 53 21 4 2 27 34 %

B Yes 0 20 4 2 26 33 %

C No 26 21 4 2 27 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID P1 P3 P4

Description South Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 34.3 34.3 29.8

Level of Service

60

32.8

LOS D

LOS D LOS D LOS C

Average Back of Queue Pedestrian Distance ped m 0.0 0.0 0.0 0.0 0.0 0.0

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Monday, 21 July 2014 3:36:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 11 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 12:53:43 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 11 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.93 0.93 0.86

Effective Stop Rate per ped 0.93 0.93 0.86

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Monday, 21 July 2014 3:36:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: C:\Users\malonej\Desktop\MODELS\Intersection 11 2026.sip6 8000907, AECOM, NETWORK / Enterprise

16

35

34

SITE LAYOUT

Site: Intersection 13 AM 2026

MOVEMENT SUMMARY

Site: Intersection 13 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 13 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Bodycoats Rd 1 L2 2 T1 3 R2

20 20 20

5.0 0.0 0.0

0.075 0.075 0.108

24.4 19.8 37.1

LOS C LOS B LOS D

1.0 1.0 0.7

7.2 7.2 4.6

0.76 0.76 0.94

0.63 0.63 0.69

42.3 38.4 36.6

Approach

60

1.7

0.108

27.1

LOS C

1.0

7.2

0.82

0.65

39.0

East: Summerhill Rd 4 L2 5 T1 6 R2

20 20 20

0.0 0.0 0.0

0.027 0.048 0.126

20.5 23.8 40.7

LOS C LOS C LOS D

0.4 0.5 0.7

2.9 3.8 4.7

0.63 0.82 0.95

0.69 0.59 0.70

45.4 52.6 36.2

Approach

60

0.0

0.126

28.3

LOS C

0.7

4.7

0.80

0.66

43.7

North: Bodycoats Rd 7 L2 8 T1 9 R2

20 20 36

0.0 0.0 5.6

0.074 0.074 0.202

24.3 19.8 37.7

LOS C LOS B LOS D

1.0 1.0 1.2

7.0 7.0 8.8

0.76 0.76 0.95

0.63 0.63 0.72

43.0 38.4 35.8

Approach

76

2.6

0.202

29.5

LOS C

1.2

8.8

0.85

0.67

38.2

West: Summerhill Rd 10 L2 11 T1 12 R2

54 20 20

5.6 0.0 0.0

0.076 0.048 0.126

21.0 23.8 40.7

LOS C LOS C LOS D

1.1 0.5 0.7

8.4 3.8 4.7

0.65 0.82 0.95

0.72 0.59 0.70

45.2 52.6 36.2

94

3.2

0.126

25.8

LOS C

1.1

8.4

0.75

0.69

44.2

290

2.1

0.202

27.5

LOS C

1.2

8.8

0.80

0.67

41.2

Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

36

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 7 4 2 13 19 %

B No 13 18 4 2 24 34 %

C No 37 6 4 2 12 17 %

D No 49 15 4 2 21 30 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 12:55:05 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 13 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 29.3 29.3 29.3 29.3

80

29.3

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:19:06 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 13 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.92 0.92 0.92

Effective Stop Rate per ped 0.92 0.92 0.92 0.92

0.92

0.92

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:19:06 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 13 2026.sip6 8000907, AECOM, NETWORK / Enterprise

17

SITE LAYOUT Site: Intersection 14 AM 2026

38

37

Site: Intersection 14 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 14 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 L2 3 R2

20 20

0.0 0.0

0.019 0.050

11.9 28.4

LOS B LOS C

0.3 0.6

2.1 3.9

0.46 0.82

0.62 0.68

48.9 39.9

Approach

40

0.0

0.050

20.2

LOS C

0.6

3.9

0.64

0.65

44.0

East: Summerhill Rd 4 L2 5 T1

20 41

0.0 4.9

0.019 0.080

13.8 20.6

LOS B LOS C

0.3 1.1

2.0 7.7

0.45 0.78

0.67 0.58

49.6 55.1

Approach

61

3.3

0.080

18.4

LOS B

1.1

7.7

0.67

0.61

53.1

West: Summerhill Rd 11 T1 12 R2

48 20

6.3 0.0

0.094 0.042

20.7 28.0

LOS C LOS C

1.2 0.5

9.1 3.6

0.78 0.78

0.59 0.70

55.0 41.4

Approach

68

4.4

0.094

22.9

LOS C

1.2

9.1

0.78

0.62

50.1

169

3.0

0.094

20.6

LOS C

1.2

9.1

0.71

0.63

49.5

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

39

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 19 4 2 25 36 %

C No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Created: Friday, 25 July 2014 12:57:45 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 14 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P4

South Full Crossing East Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 25.7 29.3 29.3

60

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:18:44 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 14 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.86 0.92 0.92

Effective Stop Rate per ped 0.86 0.92 0.92

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:18:44 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 14 2026.sip6 8000907, AECOM, NETWORK / Enterprise

18

40

42

41

PHASING SUMMARY SITE LAYOUT Site: Intersection 15 AM 2026 New Site Signals - Fixed Time

Site: Intersection 15 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 15 AM 2026 New Site Signals - Fixed Time

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Rd 1 2 3

L2 T1 R2

27 25 47

7.4 0.0 6.4

0.115 0.115 0.265

28.9 21.8 40.4

LOS C LOS C LOS D

1.4 1.4 1.6

10.0 10.0 11.7

0.80 0.80 0.96

0.68 0.68 0.74

47.8 51.5 40.0

Approach

99

5.1

0.265

32.6

LOS C

1.6

11.7

0.88

0.71

44.5

East: Summerhill Rd 4 L2 5 T1 6 R2

29 19 20

6.9 5.3 0.0

0.089 0.089 0.126

26.2 19.1 40.8

LOS C LOS B LOS D

1.2 1.2 0.7

8.8 8.8 4.7

0.75 0.75 0.95

0.67 0.67 0.70

49.2 53.0 40.8

Approach

68

4.4

0.126

28.5

LOS C

1.2

8.8

0.81

0.68

47.3

North: RoadName 7 L2 8 T1 9 R2

20 20 20

0.0 0.0 0.0

0.126 0.048 0.108

40.8 23.8 39.3

LOS D LOS C LOS D

0.7 0.5 0.7

4.7 3.8 4.6

0.95 0.82 0.94

0.70 0.59 0.70

40.7 52.6 41.3

Approach

60

0.0

0.126

34.6

LOS C

0.7

4.7

0.90

0.66

44.3

West: Summerhill Rd 10 L2 11 T1 12 R2

20 20 20

0.0 0.0 0.0

0.074 0.074 0.126

26.7 19.8 40.7

LOS C LOS B LOS D

1.0 1.0 0.7

7.0 7.0 4.7

0.76 0.76 0.95

0.65 0.65 0.70

50.6 53.0 40.7

60

0.0

0.126

29.0

LOS C

1.0

7.0

0.82

0.66

47.5

287

2.8

0.265

31.3

LOS C

1.6

11.7

0.86

0.68

45.7

Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 7 4 2 13 19 %

B No 13 15 4 2 21 30 %

C No 34 6 4 2 12 17 %

D No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 15 August 2014 2:29:34 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 50 20

Average Delay sec 26.6 29.3 29.3 29.3

110

28.8

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.1 0.1 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:29:35 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.87 0.92 0.92 0.92

Effective Stop Rate per ped 0.87 0.92 0.92 0.92

0.91

0.91

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:29:35 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

19

SITE LAYOUT Site: Intersection 17 AM 2026

43

44

Site: Intersection 17 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 17 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

South: Koukoura Dr 2 T1 3 R2

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

63 74

6.3 5.4

0.157 0.132

24.6 25.6

LOS C LOS C

1.8 1.8

13.2 13.4

0.85 0.75

0.65 0.74

51.9 42.5

Approach

137

5.8

0.157

25.1

LOS C

1.8

13.4

0.79

0.70

46.4

East: Collector Rd 4 L2 6 R2

182 20

6.0 5.0

0.166 0.052

10.8 28.5

LOS B LOS C

2.7 0.6

19.5 4.0

0.46 0.82

0.67 0.68

48.5 39.3

Approach

202

5.9

0.166

12.6

LOS B

2.7

19.5

0.49

0.67

47.4

North: Koukoura Dr 7 L2 8 T1

20 31

0.0 6.5

0.021 0.077

15.8 24.1

LOS B LOS C

0.3 0.9

2.3 6.4

0.51 0.83

0.68 0.61

48.3 52.4

Approach

51

3.9

0.077

20.8

LOS C

0.9

6.4

0.70

0.64

50.7

390

5.6

0.166

18.1

LOS B

2.7

19.5

0.63

0.68

47.4

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, D Output Sequence: A, B, D

Movement Performance - Vehicles Mov ID

45

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 15 4 2 21 30 %

D No 42 22 4 2 28 40 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P3

South Full Crossing East Full Crossing North Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 29.3 29.3 25.7

60

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:22:00 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 17 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 1:02:42 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 17 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.92 0.86

Effective Stop Rate per ped 0.92 0.92 0.86

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:22:00 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 17 2026.sip6 8000907, AECOM, NETWORK / Enterprise

20

47

46

SITE LAYOUT Site: Intersection 18 AM 2026

48

PHASING SUMMARY Site: Intersection 18 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 18 AM 2026 New Site Signals - Fixed Time

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Dr 2 3

T1 R2

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

129 59

6.2 6.8

0.219 0.155

19.3 31.6

LOS B LOS C

3.3 1.7

24.2 12.5

0.77 0.85

0.62 0.74

56.2 39.7

Approach

188

6.4

0.219

23.1

LOS C

3.3

24.2

0.80

0.66

49.7

East: Collector Rd 4 L2 6 R2

124 20

5.6 5.0

0.135 0.052

14.1 28.5

LOS B LOS C

2.2 0.6

16.2 4.0

0.55 0.82

0.68 0.68

46.5 39.3

Approach

144

5.6

0.135

16.1

LOS B

2.2

16.2

0.59

0.68

45.3

North: Koukoura Dr 7 L2 8 T1

20 210

0.0 6.2

0.015 0.356

8.0 20.3

LOS A LOS C

0.1 5.6

0.5 41.5

0.19 0.82

0.64 0.68

54.5 55.4

Approach

230

5.7

0.356

19.2

LOS B

5.6

41.5

0.76

0.67

55.3

All Vehicles

562

5.9

0.356

19.7

LOS B

5.6

41.5

0.73

0.67

50.6

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 22 4 2 28 40 %

C No 49 15 4 2 21 30 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P3

South Full Crossing East Full Crossing North Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 29.3 23.2 29.3

60

27.3

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:58:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 18 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 15 August 2014 2:58:24 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 18 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.81 0.92

Effective Stop Rate per ped 0.92 0.81 0.92

0.88

0.88

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:58:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 18 2026.sip6 8000907, AECOM, NETWORK / Enterprise

21

SITE LAYOUT Site: Intersection 19 AM 2026

49

50

Site: Intersection 19 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 19 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, D Output Sequence: A, B, D

Movement Performance - Vehicles Mov ID

51

PHASING SUMMARY

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Rd 2 T1 3 R2

182 82

6.0 6.1

0.357 0.179

22.6 29.2

LOS C LOS C

5.1 2.2

37.8 16.4

0.85 0.82

0.70 0.76

53.5 40.8

Approach

264

6.1

0.357

24.7

LOS C

5.1

37.8

0.84

0.72

48.8

East: Collector Rd 4 L2 6 R2

60 20

6.7 0.0

0.061 0.050

12.2 28.4

LOS B LOS C

0.9 0.6

6.9 3.9

0.48 0.82

0.65 0.68

47.5 39.9

Approach

80

5.0

0.061

16.2

LOS B

0.9

6.9

0.57

0.66

45.4

North: Koukoura Rd 7 L2 8 T1

20 333

0.0 6.0

0.019 0.654

13.8 25.2

LOS B LOS C

0.3 10.4

2.0 76.8

0.45 0.94

0.67 0.81

49.6 51.5

Approach

353

5.7

0.654

24.6

LOS C

10.4

76.8

0.91

0.80

51.4

All Vehicles

697

5.7

0.654

23.7

LOS C

10.4

76.8

0.85

0.75

49.6

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 19 4 2 25 36 %

D No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P3

South Full Crossing East Full Crossing North Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 29.3 25.7 29.3

60

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:20:56 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 19 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 1:04:56 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 19 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.86 0.92

Effective Stop Rate per ped 0.92 0.86 0.92

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:20:56 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 19 2026.sip6 8000907, AECOM, NETWORK / Enterprise

22

52

54

53

PHASING SUMMARY SITE LAYOUT Site: Intersection 20 AM 2026 New Site Signals - Fixed Time

Site: Intersection 20 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 20 AM 2026 New Site Signals - Fixed Time

Cycle Time = 110 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Dr 1 2 3

L2 T1 R2

54 210 247

5.6 6.2 6.1

0.185 0.685 0.848

50.5 48.6 63.8

LOS D LOS D LOS E

2.5 11.0 14.6

18.6 81.4 107.3

0.90 1.00 1.00

0.75 0.84 0.93

33.1 38.8 30.8

Approach

511

6.1

0.848

56.1

LOS E

14.6

107.3

0.99

0.87

33.9

East: Boundary Rd 4 L2 5 T1 6 R2

265 60 20

6.0 6.7 0.0

0.819 0.177 0.059

58.5 42.6 45.7

LOS E LOS D LOS D

15.1 2.8 0.9

111.1 20.4 6.2

1.00 0.88 0.86

0.92 0.70 0.70

31.3 33.4 35.7

Approach

345

5.8

0.819

55.0

LOS E

15.1

111.1

0.97

0.87

31.9

North: Koukoura Dr 7 L2 8 T1 9 R2

20 413 37

0.0 5.1 5.4

0.039 0.821 0.076

38.3 45.4 38.7

LOS D LOS D LOS D

0.8 22.5 1.5

5.5 164.4 10.7

0.76 0.99 0.77

0.70 0.94 0.73

39.3 40.2 36.9

Approach

470

4.9

0.821

44.5

LOS D

22.5

164.4

0.97

0.91

39.9

West: Boundary Rd 10 L2 11 T1 12 R2

47 59 114

6.4 6.8 6.1

0.355 0.355 0.392

49.5 46.7 49.9

LOS D LOS D LOS D

5.2 5.2 5.6

38.2 38.2 41.2

0.93 0.93 0.94

0.77 0.77 0.78

32.8 32.1 31.9

220

6.4

0.392

49.0

LOS D

5.6

41.2

0.94

0.78

32.1

1546

5.7

0.848

51.3

LOS D

22.5

164.4

0.97

0.87

34.7

Approach All Vehicles

Cycle Time = 110 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Split Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 18 4 2 24 22 %

B No 24 30 4 2 36 33 %

C No 60 18 4 2 24 22 %

D No 84 20 4 2 26 24 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 15 August 2014 2:39:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 47.3 38.5 49.2 46.4

80

45.4

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS D 0.1 0.1 LOS E 0.1 0.1 LOS E 0.1 0.1 LOS E

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:39:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.93 0.84 0.95 0.92

Effective Stop Rate per ped 0.93 0.84 0.95 0.92

0.91

0.91

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:39:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

23

55

SITE LAYOUT

56

Site: Intersection 21 AM 2026

MOVEMENT SUMMARY

Site: Intersection 21 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 21 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 110 seconds (User-Given Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Dr 1 L2 2 T1 3 R2

121 438 77

5.8 5.9 6.5

0.111 0.467 0.596

16.5 19.1 64.0

LOS B LOS B LOS E

2.7 15.2 4.3

19.6 111.5 31.7

0.44 0.70 1.00

0.71 0.62 0.78

47.8 56.4 29.4

Approach

636

6.0

0.596

24.0

LOS C

15.2

111.5

0.69

0.66

49.2

East: Collector Rd 4 L2 5 T1 6 R2

61 108 20

6.6 5.6 0.0

0.594 0.594 0.085

52.5 47.9 32.5

LOS D LOS D LOS C

8.7 8.7 0.7

63.9 63.9 4.9

0.98 0.98 0.91

0.80 0.80 0.69

32.0 29.8 38.2

Approach

189

5.3

0.594

47.8

LOS D

8.7

63.9

0.97

0.79

31.2

North: Koukoura Dr 7 L2 8 T1 9 R2

20 626 95

5.0 6.1 6.3

0.745 0.745 0.735

28.8 21.8 66.2

LOS C LOS C LOS E

26.0 26.0 5.5

191.4 191.4 40.3

0.82 0.82 1.00

0.74 0.74 0.84

44.5 54.0 28.9

Approach

741

6.1

0.745

27.7

LOS C

26.0

191.4

0.84

0.75

48.3

West: Collector Rd 10 L2 11 T1 12 R2

65 32 122

6.2 6.3 5.7

0.347 0.347 0.537

50.4 45.8 35.1

LOS D LOS D LOS D

4.8 4.8 4.7

35.1 35.1 34.4

0.94 0.94 0.98

0.76 0.76 0.78

32.2 30.0 36.7

219

5.9

0.537

41.2

LOS D

4.8

35.1

0.96

0.77

34.2

1785

5.9

0.745

30.2

LOS C

26.0

191.4

0.81

0.72

43.8

Approach All Vehicles

Cycle Time = 110 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

57

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 8 4 2 14 13 %

B No 14 55 4 2 61 55 %

C No 75 6 4 2 12 11 %

D No 87 17 4 2 23 21 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:08:01 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 50.2 18.6 47.3 18.6

80

33.7

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1 LOS B 0.0 0.0 LOS E 0.1 0.1 LOS B 0.0 0.0 LOS D

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 11:51:21 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.96 0.58 0.93 0.58

Effective Stop Rate per ped 0.96 0.58 0.93 0.58

0.76

0.76

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 11:51:21 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

24

59

58

SITE LAYOUT

Site: Intersection 22 AM 2026

MOVEMENT SUMMARY

Site: Intersection 22 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 22 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 L2 2 T1 3 R2

20 48 20

5.0 6.3 5.0

0.163 0.163 0.130

27.3 25.3 37.5

LOS C LOS C LOS D

1.9 1.9 0.7

14.0 14.0 4.9

0.84 0.84 0.95

0.71 0.71 0.69

35.4 34.1 31.5

Approach

88

5.7

0.163

28.5

LOS C

1.9

14.0

0.86

0.71

33.7

East: Boundary Rd 4 L2 5 T1 6 R2

20 236 155

5.0 5.9 5.8

0.593 0.593 0.676

31.7 26.1 40.0

LOS C LOS C LOS D

8.0 8.0 5.5

58.8 58.8 40.5

0.94 0.94 1.00

0.79 0.79 0.85

35.8 41.8 33.8

Approach

411

5.8

0.676

31.6

LOS C

8.0

58.8

0.96

0.81

38.1

North: Collector Rd 7 L2 8 T1 9 R2

149 77 48

6.0 6.5 6.3

0.468 0.468 0.315

28.2 24.8 39.6

LOS C LOS C LOS D

6.6 6.6 1.7

48.8 48.8 12.3

0.88 0.88 0.98

0.78 0.78 0.74

38.0 33.5 33.5

Approach

274

6.2

0.468

29.2

LOS C

6.6

48.8

0.90

0.78

35.8

West: Boundary Rd 10 L2 11 T1 12 R2

34 289 46

5.9 5.9 6.5

0.746 0.746 0.202

35.1 29.5 36.5

LOS D LOS C LOS D

11.2 11.2 1.5

82.0 82.0 10.9

0.98 0.98 0.93

0.91 0.91 0.73

37.3 40.1 32.5

369

6.0

0.746

30.9

LOS C

11.2

82.0

0.98

0.88

38.7

1142

6.0

0.746

30.6

LOS C

11.2

82.0

0.94

0.82

37.3

Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

60

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 17 %

B No 12 15 4 2 21 30 %

C No 33 9 4 2 15 21 %

D No 48 16 4 2 22 31 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:13:26 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 22 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50 50

Average Delay sec 28.4 29.3 28.4 29.3

200

28.9

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 12:05:28 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 22 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.90 0.92 0.90 0.92

Effective Stop Rate per ped 0.90 0.92 0.90 0.92

0.91

0.91

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 12:05:28 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 22 2026.sip6 8000907, AECOM, NETWORK / Enterprise

25

61

Site: Intersection 23 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

MOVEMENT SUMMARY

Site: Intersection 23 AM 2026 New Site Signals - Fixed Time

Site: Intersection 23 AM 2026 New Site Signals - Fixed Time

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

Mov ID

OD Mov

South: Collector Rd 1 L2 3 R2

39 37

5.1 5.4

0.039 0.097

12.1 28.9

LOS B LOS C

0.6 1.0

4.3 7.6

0.47 0.83

0.64 0.71

45.1 37.2

1 3

Approach

76

5.3

0.097

20.2

LOS C

1.0

7.6

0.65

0.67

40.9

Approach

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd L2 R2

39 37

5.1 5.4

0.042 0.097

13.6 28.9

LOS B LOS C

0.7 1.0

4.8 7.6

0.52 0.83

0.65 0.71

44.2 37.2

76

5.3

0.097

21.0

LOS C

1.0

7.6

0.67

0.68

40.5

150 371

6.0 5.9

0.113 0.629

6.4 22.6

LOS A LOS C

0.6 11.1

4.2 81.4

0.22 0.91

0.61 0.78

49.8 43.8

East: Boundary Rd 4 L2 5 T1

150 371

6.0 5.9

0.147 0.728

13.1 27.2

LOS B LOS C

2.4 12.3

17.5 90.7

0.49 0.97

0.70 0.88

45.2 41.5

East: Boundary Rd 4 L2 5 T1

Approach

521

6.0

0.728

23.1

LOS C

12.3

90.7

0.83

0.83

42.5

Approach

521

6.0

0.629

17.9

LOS B

11.1

81.4

0.71

0.73

45.4

413 46

6.1 6.5

0.700 0.121

24.0 30.0

LOS C LOS C

13.0 1.3

95.6 9.6

0.94 0.84

0.83 0.73

43.0 37.2

459

6.1

0.700

24.6

LOS C

13.0

95.6

0.93

0.82

42.4

1056

6.0

0.700

21.0

LOS C

13.0

95.6

0.80

0.77

43.6

West: Boundary Rd 11 T1 12 R2

413 46

6.1 6.5

0.811 0.101

30.9 27.3

LOS C LOS C

15.0 1.2

110.6 9.0

0.99 0.79

0.98 0.72

39.8 38.3

West: Boundary Rd 11 T1 12 R2

Approach

459

6.1

0.811

30.5

LOS C

15.0

110.6

0.97

0.95

39.6

Approach

1056

6.0

0.811

26.1

LOS C

15.0

110.6

0.88

0.87

41.1

All Vehicles

All Vehicles

Created: Friday, 15 August 2014 3:12:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise

63

62

SITE LAYOUT

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P4

South Full Crossing East Full Crossing West Full Crossing

All Pedestrians

Movement Performance - Pedestrians Demand Flow ped/h 50 50 50

Average Delay sec 25.8 29.3 29.3

150

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Prop. Queued 0.86 0.92 0.92

Effective Stop Rate per ped 0.86 0.92 0.92

0.90

0.90

Mov ID

Description

P1 P2 P4

South Full Crossing East Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50

Average Delay sec 23.3 29.3 29.3

150

27.3

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:52:40 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Processed: Friday, 15 August 2014 3:12:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.82 0.92 0.92

Effective Stop Rate per ped 0.82 0.92 0.92

0.88

0.88

26

SITE LAYOUT Site: Intersection 24 AM 2026

65

64

Site: Intersection 24 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 24 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

East: Boundary Rd 5 T1 6 R2

349 27

6.0 7.4

0.685 0.060

25.9 26.9

LOS C LOS C

11.2 0.7

82.4 5.2

0.95 0.78

0.84 0.70

42.1 38.4

Approach

376

6.1

0.685

26.0

LOS C

11.2

82.4

0.94

0.83

41.8

North: Bodycoats Rd 7 L2 9 R2

69 172

5.8 5.8

0.069 0.450

12.2 31.3

LOS B LOS C

1.1 5.3

7.9 38.9

0.48 0.92

0.65 0.79

45.0 36.3

Approach

241

5.8

0.450

25.8

LOS C

5.3

38.9

0.79

0.75

38.4

West: Boundary Rd 10 L2 11 T1

71 378

5.6 6.1

0.070 0.742

12.7 27.6

LOS B LOS C

1.1 12.7

7.9 93.8

0.47 0.97

0.67 0.89

45.4 41.2

Approach

449

6.0

0.742

25.3

LOS C

12.7

93.8

0.89

0.86

41.9

1066

6.0

0.742

25.7

LOS C

12.7

93.8

0.89

0.82

41.0

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, D Output Sequence: A, B, D

Movement Performance - Vehicles Mov ID

66

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 19 4 2 25 36 %

D No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Created: Friday, 25 July 2014 1:16:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 24 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Movement Performance - Pedestrians Mov ID

Description

P2 P3 P4

East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 29.3 25.7 29.3

60

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Monday, 26 May 2014 3:45:58 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 24 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.86 0.92

Effective Stop Rate per ped 0.92 0.86 0.92

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Monday, 26 May 2014 3:45:58 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 24 2026.sip6 8000907, AECOM, NETWORK / Enterprise

27

SITE LAYOUT Site: Intersection 25 AM 2026

68

67

Site: Intersection 25 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 25 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

69

PHASING SUMMARY

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 L2 3 R2

29 40

6.9 5.0

0.029 0.104

12.0 28.9

LOS B LOS C

0.4 1.1

3.3 8.2

0.47 0.84

0.63 0.71

45.0 37.2

Approach

69

5.8

0.104

21.8

LOS C

1.1

8.2

0.68

0.68

40.1

East: boundary Rd 4 L2 5 T1

39 347

5.1 6.1

0.038 0.681

12.6 25.9

LOS B LOS C

0.6 11.1

4.2 81.7

0.46 0.95

0.66 0.83

45.5 42.1

Approach

386

6.0

0.681

24.5

LOS C

11.1

81.7

0.90

0.82

42.4

West: Boundary Rd 11 T1 12 R2

315 132

6.0 6.1

0.618 0.288

24.7 28.6

LOS C LOS C

9.7 3.7

71.3 27.3

0.93 0.84

0.79 0.77

42.7 37.8

Approach

447

6.0

0.618

25.9

LOS C

9.7

71.3

0.90

0.78

41.1

All Vehicles

902

6.0

0.681

25.0

LOS C

11.1

81.7

0.89

0.79

41.6

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 19 4 2 25 36 %

C No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Created: Friday, 25 July 2014 1:16:52 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 25 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P4

South Full Crossing East Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 25.7 29.3 29.3

60

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Monday, 26 May 2014 3:53:14 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 25 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.86 0.92 0.92

Effective Stop Rate per ped 0.86 0.92 0.92

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Monday, 26 May 2014 3:53:14 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 25 2026.sip6 8000907, AECOM, NETWORK / Enterprise

28

71

70

SITE LAYOUT

Site: Intersection 26 AM 2026

MOVEMENT SUMMARY

Site: Intersection 26 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 26 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Andrew Rd 1 L2 2 T1 3 R2

28 22 21

7.1 4.5 4.8

0.110 0.110 0.136

26.4 21.8 38.6

LOS C LOS C LOS D

1.3 1.3 0.7

9.8 9.8 5.2

0.80 0.80 0.95

0.67 0.67 0.70

39.1 37.5 33.8

Approach

71

5.6

0.136

28.6

LOS C

1.3

9.8

0.84

0.68

36.9

East: Boundary Rd 4 L2 5 T1 6 R2

61 306 39

6.6 5.9 5.1

0.712 0.712 0.254

31.7 26.0 40.2

LOS C LOS C LOS D

12.0 12.0 1.3

88.1 88.1 9.8

0.95 0.95 0.97

0.86 0.86 0.73

38.6 41.6 33.7

Approach

406

5.9

0.712

28.2

LOS C

12.0

88.1

0.96

0.85

40.2

North: Andrew Rd 7 L2 8 T1 9 R2

50 146 53

6.0 6.2 5.7

0.473 0.473 0.346

30.6 26.0 39.7

LOS C LOS C LOS D

6.0 6.0 1.8

44.1 44.1 13.5

0.91 0.91 0.98

0.76 0.76 0.74

37.9 36.4 33.5

Approach

249

6.0

0.473

29.8

LOS C

6.0

44.1

0.93

0.76

36.1

West: Boundary Rd 10 L2 11 T1 12 R2

21 322 21

4.8 5.9 4.8

0.670 0.670 0.136

30.5 24.9 39.5

LOS C LOS C LOS D

10.8 10.8 0.7

79.4 79.4 5.2

0.94 0.94 0.95

0.82 0.82 0.70

39.3 42.4 33.9

364

5.8

0.670

26.1

LOS C

10.8

79.4

0.94

0.81

41.6

1090

5.9

0.712

27.9

LOS C

12.0

88.1

0.94

0.81

39.4

Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

72

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 17 %

B No 12 15 4 2 21 30 %

C No 33 6 4 2 12 17 %

D No 45 19 4 2 25 36 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:18:05 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 26 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50 50

Average Delay sec 25.8 29.3 25.8 29.3

200

27.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Monday, 21 July 2014 4:49:11 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 26 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.86 0.92 0.86 0.92

Effective Stop Rate per ped 0.86 0.92 0.86 0.92

0.89

0.89

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Monday, 21 July 2014 4:49:11 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 26 2026.sip6 8000907, AECOM, NETWORK / Enterprise

29

SITE LAYOUT Site: Intersection 27 AM 2026

73

74

Site: Intersection 27 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 27 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 2 T1 3 R2

51 42

0.0 0.0

0.096 0.088

21.9 26.1

LOS C LOS C

1.3 1.1

9.2 7.7

0.78 0.79

0.64 0.71

35.1 33.8

Approach

93

0.0

0.096

23.8

LOS C

1.3

9.2

0.79

0.67

34.5

East: Collector Rd 4 L2 6 R2

35 20

0.0 0.0

0.034 0.050

10.8 27.3

LOS B LOS C

0.5 0.6

3.7 3.9

0.47 0.82

0.60 0.67

38.9 30.8

Approach

55

0.0

0.050

16.8

LOS B

0.6

3.9

0.60

0.62

35.5

North: Collector Rd 7 L2 8 T1

20 65

0.0 0.0

0.019 0.123

10.3 22.2

LOS B LOS C

0.3 1.7

2.0 11.8

0.45 0.79

0.58 0.68

36.1 35.3

Approach

85

0.0

0.123

19.4

LOS B

1.7

11.8

0.71

0.65

35.5

233

0.0

0.123

20.5

LOS C

1.7

11.8

0.71

0.65

35.1

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

75

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 19 4 2 25 36 %

C No 46 18 4 2 24 34 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P3

South Full Crossing East Full Crossing North Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50

Average Delay sec 29.3 25.8 29.3

150

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Monday, 26 May 2014 4:01:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 27 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 1:19:08 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 27 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.86 0.92

Effective Stop Rate per ped 0.92 0.86 0.92

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Monday, 26 May 2014 4:01:23 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 27 2026.sip6 8000907, AECOM, NETWORK / Enterprise

30

77

76

SITE LAYOUT

Site: Intersection 28 AM 2026

MOVEMENT SUMMARY

Site: Intersection 28 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 28 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

South: Collector Rd 1 L2 2 T1 3 R2

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

45 52 30

0.0 0.0 0.0

0.173 0.173 0.188

24.3 19.7 38.8

LOS C LOS B LOS D

2.5 2.5 1.0

17.3 17.3 7.1

0.77 0.77 0.96

0.67 0.67 0.71

35.3 38.5 30.2

127

0.0

0.188

25.8

LOS C

2.5

17.3

0.82

0.68

35.1

95 27 20

0.0 0.0 0.0

0.224 0.224 0.126

23.5 20.1 37.3

LOS C LOS C LOS D

3.2 3.2 0.7

22.2 22.2 4.7

0.79 0.79 0.95

0.71 0.71 0.69

34.5 32.0 30.3

Approach

142

0.0

0.224

24.8

LOS C

3.2

22.2

0.81

0.71

33.4

North: Collector Rd 7 L2 8 T1 9 R2

20 134 20

0.0 0.0 0.0

0.289 0.289 0.126

25.9 21.3 38.4

LOS C LOS C LOS D

4.2 4.2 0.7

29.2 29.2 4.7

0.82 0.82 0.95

0.68 0.68 0.69

35.2 38.4 30.3

Approach

174

0.0

0.289

23.8

LOS C

4.2

29.2

0.84

0.68

36.9

20 26 29

0.0 0.0 0.0

0.103 0.103 0.182

25.9 22.5 37.7

LOS C LOS C LOS D

1.2 1.2 1.0

8.7 8.7 6.9

0.81 0.81 0.96

0.65 0.65 0.71

34.1 31.7 30.2

75

0.0

0.182

29.3

LOS C

1.2

8.7

0.87

0.67

31.7

518

0.0

0.289

25.4

LOS C

4.2

29.2

0.83

0.69

34.6

Approach East: Collector Rd 4 L2 5 T1 6 R2

West: Collector Rd 10 L2 11 T1 12 R2 Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

78

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 17 %

B No 12 19 4 2 25 36 %

C No 37 6 4 2 12 17 %

D No 49 15 4 2 21 30 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:20:10 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 28 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50 50

Average Delay sec 29.3 25.8 29.3 25.8

200

27.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 1:20:28 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 28 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.86 0.92 0.86

Effective Stop Rate per ped 0.92 0.86 0.92 0.86

0.89

0.89

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 1:20:28 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 28 2026.sip6 8000907, AECOM, NETWORK / Enterprise

31

79

81

80

PHASING SUMMARY SITE LAYOUT Site: Intersection 29 AM 2026 New Site Signals - Fixed Time

Site: Intersection 29 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 29 AM 2026 New Site Signals - Fixed Time

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 2 3

L2 T1 R2

20 32 20

0.0 0.0 0.0

0.014 0.060 0.126

3.9 21.7 37.3

LOS A LOS C LOS D

0.1 0.8 0.7

0.6 5.7 4.7

0.21 0.77 0.95

0.47 0.64 0.69

42.3 35.5 30.3

Approach

72

0.0

0.126

21.1

LOS C

0.8

5.7

0.67

0.61

35.4

East: Collector Rd 4 L2 5 T1 6 R2

24 49 20

0.0 0.0 0.0

0.167 0.167 0.126

28.4 23.8 38.4

LOS C LOS C LOS D

2.0 2.0 0.7

14.3 14.3 4.7

0.84 0.84 0.95

0.68 0.68 0.69

34.1 37.2 32.4

Approach

93

0.0

0.167

28.1

LOS C

2.0

14.3

0.86

0.68

35.3

North: Collector Rd 7 L2 8 T1 9 R2

63 47 20

0.0 0.0 0.0

0.189 0.189 0.126

23.6 20.3 38.4

LOS C LOS C LOS D

2.8 2.8 0.7

19.4 19.4 4.7

0.77 0.77 0.95

0.71 0.71 0.69

38.1 35.0 32.4

130

0.0

0.189

24.7

LOS C

2.8

19.4

0.79

0.70

36.0

20 27 20

0.0 0.0 0.0

0.105 0.105 0.126

27.1 22.5 38.4

LOS C LOS C LOS D

1.3 1.3 0.7

8.9 8.9 4.7

0.81 0.81 0.95

0.65 0.65 0.69

37.2 37.5 30.5

67

0.0

0.126

28.6

LOS C

1.3

8.9

0.85

0.67

35.0

362

0.0

0.189

25.6

LOS C

2.8

19.4

0.80

0.67

35.5

Approach West: Collector Rd 10 L2 11 T1 12 R2 Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 17 %

B No 12 19 4 2 25 36 %

C No 37 6 4 2 12 17 %

D No 49 15 4 2 21 30 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 15 August 2014 3:17:48 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 29 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50 50

Average Delay sec 29.3 25.8 29.3 25.8

200

27.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 3:18:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 29 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.86 0.92 0.86

Effective Stop Rate per ped 0.92 0.86 0.92 0.86

0.89

0.89

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 3:18:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 29 2026.sip6 8000907, AECOM, NETWORK / Enterprise

32

SITE LAYOUT Site: Intersection 30 AM 2026

82

83

Site: Intersection 30 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 30 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 2 T1 3 R2

20 62

0.0 0.0

0.048 0.106

25.0 23.0

LOS C LOS C

0.5 1.5

3.8 10.6

0.82 0.74

0.63 0.71

34.1 34.7

Approach

82

0.0

0.106

23.5

LOS C

1.5

10.6

0.76

0.69

34.6

East: Collector Rd 4 L2 6 R2

51 20

0.0 0.0

0.045 0.050

9.1 27.3

LOS A LOS C

0.7 0.6

4.8 3.9

0.42 0.82

0.59 0.67

39.7 30.8

Approach

71

0.0

0.050

14.2

LOS B

0.7

4.8

0.53

0.61

36.7

North: Collector Rd 7 L2 8 T1

20 20

0.0 0.0

0.021 0.048

12.2 25.0

LOS B LOS C

0.3 0.5

2.3 3.8

0.51 0.82

0.59 0.65

35.4 34.4

Approach

40

0.0

0.048

18.6

LOS B

0.5

3.8

0.67

0.62

34.9

193

0.0

0.106

19.1

LOS B

1.5

10.6

0.66

0.65

35.4

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

84

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 15 4 2 21 30 %

C No 42 22 4 2 28 40 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P2 P3

South Full Crossing East Full Crossing North Full Crossing

All Pedestrians

Demand Flow ped/h 50 50 50

Average Delay sec 29.3 29.3 25.8

150

28.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C 0.1 0.1 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Tuesday, 22 July 2014 11:47:31 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 30 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 1:22:33 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 30 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.92 0.86

Effective Stop Rate per ped 0.92 0.92 0.86

0.90

0.90

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Tuesday, 22 July 2014 11:47:31 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 30 2026.sip6 8000907, AECOM, NETWORK / Enterprise

33

86

85

SITE LAYOUT

Site: Intersection 31 AM 2026

MOVEMENT SUMMARY

Site: Intersection 31 AM 2026 New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 31 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: RoadName 1 L2 2 T1 3 R2

29 13 20

6.9 7.7 0.0

0.075 0.075 0.126

22.1 17.5 38.4

LOS C LOS B LOS D

1.0 1.0 0.7

7.4 7.4 4.7

0.72 0.72 0.95

0.65 0.65 0.69

42.7 39.0 36.1

Approach

62

4.8

0.126

26.4

LOS C

1.0

7.4

0.79

0.66

39.6

East: Craigieburn Rd 4 L2 5 T1 6 R2

20 250 47

0.0 6.0 6.4

0.027 0.583 0.309

20.5 26.7 41.8

LOS C LOS C LOS D

0.4 7.9 1.6

2.9 57.8 12.0

0.63 0.94 0.97

0.69 0.78 0.74

48.5 50.4 35.8

Approach

317

5.7

0.583

28.6

LOS C

7.9

57.8

0.93

0.77

47.4

North: Collector Rd 7 L2 8 T1 9 R2

223 83 33

5.8 6.0 6.1

0.526 0.526 0.216

25.6 21.0 39.1

LOS C LOS C LOS D

8.7 8.7 1.1

63.7 63.7 8.3

0.86 0.86 0.96

0.79 0.79 0.72

41.1 37.5 35.3

Approach

339

5.9

0.526

25.8

LOS C

8.7

63.7

0.87

0.78

39.6

West: Craigieburn Rd 10 L2 11 T1 12 R2

50 326 53

6.0 6.1 5.7

0.070 0.761 0.346

21.0 30.6 42.0

LOS C LOS C LOS D

1.1 11.4 1.8

7.8 84.2 13.5

0.64 0.99 0.98

0.72 0.90 0.74

45.2 47.9 37.5

429

6.1

0.761

30.9

LOS C

11.4

84.2

0.95

0.86

46.0

1147

5.8

0.761

28.5

LOS C

11.4

84.2

0.91

0.80

43.9

Approach All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

Movement Performance - Vehicles Mov ID

87

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 6 4 2 12 17 %

B No 12 18 4 2 24 34 %

C No 36 6 4 2 12 17 %

D No 48 16 4 2 22 31 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

Created: Friday, 25 July 2014 1:23:30 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 31 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Mov ID

Description

P1 P2 P3 P4

South Full Crossing East Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20 20

Average Delay sec 28.4 29.3 28.4 29.3

80

28.8

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 12:07:31 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 31 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.90 0.92 0.90 0.92

Effective Stop Rate per ped 0.90 0.92 0.90 0.92

0.91

0.91

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 12:07:31 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 31 2026.sip6 8000907, AECOM, NETWORK / Enterprise

34

SITE LAYOUT Site: Intersection 32 AM 2026

88

89

Site: Intersection 32 AM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 32 AM 2026 New Site Signals - Fixed Time

OD Mov

Cycle Time = 70 seconds (Practical Cycle Time)

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 L2 2 T1

20 448

0.0 10.0

0.014 0.779

6.3 27.1

LOS A LOS C

0.1 15.4

0.5 116.9

0.19 0.97

0.58 0.93

50.0 41.5

Approach

468

9.6

0.779

26.2

LOS C

15.4

116.9

0.94

0.91

41.8

North: Epping Rd 8 T1 9 R2

457 36

10.1 11.1

0.794 0.098

27.9 29.9

LOS C LOS C

16.0 1.0

121.8 7.7

0.98 0.83

0.95 0.72

41.1 37.2

Approach

493

10.1

0.794

28.1

LOS C

16.0

121.8

0.97

0.93

40.8

West: Collector Rd 10 L2 12 R2

56 20

10.7 0.0

0.063 0.050

13.8 28.4

LOS B LOS C

1.0 0.6

7.3 3.9

0.53 0.82

0.66 0.68

44.0 37.5

Approach

76

7.9

0.063

17.6

LOS B

1.0

7.3

0.60

0.66

42.1

1037

9.7

0.794

26.4

LOS C

16.0

121.8

0.93

0.90

41.4

All Vehicles

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C

Movement Performance - Vehicles Mov ID

90

PHASING SUMMARY

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 15 4 2 21 30 %

B No 21 22 4 2 28 40 %

C No 49 15 4 2 21 30 %

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1 P3 P4

South Full Crossing North Full Crossing West Full Crossing

All Pedestrians

Demand Flow ped/h 20 20 20

Average Delay sec 29.3 29.3 23.2

60

27.3

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C 0.0 0.0 LOS C

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 1:25:08 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 32 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Created: Friday, 25 July 2014 1:24:49 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 32 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued 0.92 0.92 0.81

Effective Stop Rate per ped 0.92 0.92 0.81

0.88

0.88

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 1:25:08 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 32 2026.sip6 8000907, AECOM, NETWORK / Enterprise

TO WALLAN

Interim Design Year Scenario: PM Peak - Intersection Turn Movement Analysis Summary (Total LV and HV Vehicles)

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

L #N/A W T #N/A R #N/A

#N/A R #N/A T E #N/A L

L

6

L

0

T S

R #N/A

E

L

L

E

W

L T R

L

L T R

R

N T #N/A

L #N/A

#N/A

T S

#N/A

R

L

W

L T R

20 4 20

T S

20

L

R #N/A 3 3 20

29

#N/A #N/A

R

L 5

138

T S

R T E L

W

L T R

#N/A

L

L #N/A W T #N/A R #N/A

#N/A R #N/A T #N/A L #N/A

L

E

R #N/A

#N/A #N/A

T S

R

W

L T R

R 44

W

74 90 63 119

L

356

T S

#N/A

T S

R #N/A

R 5 73 T E 271 L

L WT R

263

R

L

#N/A

20

T S

R 118 157 609 201

L

T S

112

L

L 72

R T E L

L

R T L

E

W

L T R

#N/A

L 66

473

T S

#N/A

T S

E

W

L T R

20 286 21 13

L

#N/A R #N/A T E #N/A L

T S

#N/A

R #N/A

N T #N/A

L #N/A

#N/A

50

#N/A

L #N/A W T #N/A R #N/A

#N/A

R

R T E L L

N T #N/A

L #N/A #N/A R #N/A T E #N/A L

#N/A

R

R

T S

R

L

#N/A

T S

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

L #N/A W T #N/A R #N/A

#N/A

R

#N/A R #N/A T E #N/A L

L

T S

R

N T #N/A

L 20

#N/A

T S N T #N/A

#N/A

T S

#N/A

T S

R 20

R

N T #N/A

R

L

L #N/A

#N/A

T S

R #N/A

L

R

L

#N/A

T S

T

#N/A

#N/A

R

L

L WT R

E

#N/A

Education Facility

L

R #N/A #N/A R #N/A T E #N/A L

R #N/A

#N/A

T S N T #N/A

R

L

L #N/A

R #N/A

L

T S

L WT R

#N/A

R

L

R #N/A

286

T S

R T E L

L WT R

96 311 27

L

L 102

33

L

288

T S

R #N/A 145 544 24

3

106

R

N T #N/A

#N/A

T S N T #N/A

#N/A

T S

N T 496

50 429 125

R

L

L #N/A

12

R

R T L

E

CRAIGIEBURN ROAD

L WT R

R

T S

L #N/A

R

N T #N/A

L #N/A

#N/A

#N/A

20

#N/A R 20 T E 20 L

R #N/A

T S

R

N T #N/A

L 20

L #N/A W T #N/A R #N/A

#N/A

L 20 R 20 T E W T R #N/A L #N/A

R

Two traffic lane Arterial Road (one lane in each direction) Two traffic lane Collector Road (one lane in each direction)

North Approach - Left Turn

Four traffic lane Arterial Road (two lanes in each direction)

North Approach - Through

North Approach - Right Turn

Intersection with 20 pedestrians at each approach Six traffic lane Arterial Road (three lanes in each direction)

292 1040 96 398 308 192

82 East Approach - Right Turn 500 East Approach - Through 0 East Approach - Left Turn

5 143 308

0

R T E L

321

R #N/A

L

L

N T #N/A

L #N/A

R 221 #N/A R #N/A T E #N/A L

L

111 286 310

549

L #N/A W T #N/A R #N/A

#N/A

#N/A #N/A #N/A #N/A

L 69

9 12

#N/A R #N/A T E #N/A L #N/A

R

N T 40

R 95 144 363 164

T S

L WT R

#N/A

#N/A #N/A #N/A

#N/A

R 50

#N/A R #N/A T E #N/A L

Education Facility

E

20

#N/A #N/A #N/A

#N/A

L WT R

L #N/A #N/A R #N/A T E #N/A L

#N/A

#N/A R #N/A T E #N/A L #N/A

N T #N/A

#N/A #N/A 20

#N/A

#N/A #N/A #N/A #N/A

L WT R

L #N/A #N/A R #N/A T #N/A L

#N/A

#N/A

N T

R #N/A #N/A #N/A

L 20

#N/A #N/A #N/A

#N/A

L #N/A

L #N/A R #N/A T E W T R #N/A L

BOUNDARY ROAD S

R

N T #N/A

W

N T #N/A

#N/A #N/A #N/A #N/A

#N/A R #N/A T #N/A L #N/A

E

L T R

215

20 20 #N/A

#N/A

R #N/A #N/A R 436 T 75 L

#N/A

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#N/A

R

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

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#N/A

T S

#N/A

R

L WT R

N T 541

65 246 207

T S

R

L 194 176 512 50

1 189

L

547

T S

50

R

TO EPPING

Intersection with 50 pedestrians at each approach

West Approach - Left Turn West Approach - Through West Approach - Right Turn

L

Major Town Centre, and Community Centre

L 42

LEGEND

Bus priority route

T S

#N/A

L

L #N/A

#N/A #N/A #N/A

#N/A

4

50

R

R #N/A

L WT R

R

N T 154

R 61

R T L

L #N/A

#N/A R #N/A T E #N/A L

L

2 435 50

R

L #N/A

23 76

L #N/A R #N/A T E WT R #N/A L L

L #N/A

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N T #N/A

#N/A 408 42

20

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

130

5 131

R #N/A 48 110 42

R

N T 307

L 424 W T 253 R 105

101

R

657

T S

R 302 115 631 122

L 12

21

#N/A

N T 93

116

L 33 W T 87 R 124

R

6 164

KOUKOURA DRIVE R 94

20 R #N/A T E #N/A L

L

L T R

L 20

#N/A #N/A #N/A

R #N/A

L 20 R #N/A T E WT R #N/A L

R #N/A

EDGARS ROAD

R #N/A

L T R

#N/A

#N/A #N/A #N/A

L

N T #N/A

L #N/A

L #N/A R #N/A T E WT R #N/A L #N/A

L WT R

N T #N/A

#N/A #N/A #N/A

#N/A

N T 509

#N/A

T S

#N/A

#N/A

R #N/A

N T #N/A

L

#N/A

#N/A

R

L WT R

Town Centre, Community Centre and Education Facility

#N/A

#N/A R #N/A T E #N/A L

L

L #N/A

L 6

20

#N/A

R

N T #N/A

L #N/A

#N/A R #N/A T E #N/A L #N/A

L T R

N T #N/A

R

#N/A R #N/A T E #N/A L

R

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

L N T 281

N T #N/A

#N/A

T S

#N/A

#N/A #N/A #N/A

#N/A

L #N/A

#N/A

R #N/A

L #N/A W T #N/A R #N/A

ANDREW ROAD

R #N/A

N T #N/A

T S R #N/A

L T R

R #N/A

#N/A R #N/A T E #N/A L

20

W

L

L #N/A

#N/A #N/A #N/A

R

N T L #N/A #N/A

#N/A

#N/A R #N/A T E #N/A L

R

L WT R

L #N/A

#N/A #N/A #N/A #N/A

#N/A R #N/A T E #N/A L

#N/A

N T 70

R 20

E

N T #N/A

L WT R

20

#N/A #N/A #N/A

Town Centre, Community Centre and Education Facility

N T L #N/A #N/A

20

T S

R #N/A

W

R #N/A 20 R #N/A T E 20 L

L

L T R

L 20

20 #N/A #N/A #N/A

#N/A R #N/A T E #N/A L #N/A

R

W

#N/A

#N/A #N/A #N/A

#N/A #N/A

T S

#N/A

T S

R #N/A

#N/A R #N/A T #N/A L #N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

N T L #N/A #N/A

L #N/A W T #N/A R #N/A L

L T R

R

T S

R #N/A

W

#N/A

#N/A R #N/A T #N/A L #N/A

KOUKOURA DRIVE

R T L

50

L #N/A W T #N/A R #N/A

R 20

SUMMERHILL ROAD 0 6 50

R

N T #N/A

EPPING ROAD

L 0

15

T S

EPPING ROAD

0 19 22

N T #N/A

ANDREW ROAD

R 0

L WT R

N T 20

BODYCOATS

N T 0

R T E L

#N/A

20

#N/A

#N/A

#N/A

#N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

South Approach - Right Turn

South Approach - Through

South Approach - Left Turn

TO WALLAN

Interim Design Year Scenario: PM Peak - Intersection Turn Movement Analysis Summary (Light Vehicle)

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

L #N/A W T #N/A R #N/A

#N/A R #N/A T E #N/A L

L

6

L

0

T S

E

#N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

R

L

E

W

L

R

N T #N/A

L #N/A

#N/A

T

R #N/A #N/A R #N/A T #N/A L

E

W

L T R

L

#N/A R #N/A T E #N/A L

#N/A #N/A

T S

L #N/A

#N/A

R

L

#N/A

T S

W

L T R

R

T S

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T #N/A L #N/A

L

E

R #N/A

#N/A #N/A

T S

R

W

L T R

R 41

L T R

69 85 59 112

L

335

T S

#N/A

T S

R #N/A

R 5 68 T E 255 L

L WT R

247

L

#N/A

148 573 189

L

KOUKOURA DRIVE L 31 W T 82 R 117

N T 88

L

L 68

109

T S

618

T S

R T L

E

L 398 W T 238 R 99

R

123

L

E

W

L T R

#N/A

#N/A

T S

E

W

L T R

12 269 20 12

L

268

T S

R

Bus priority route

143 308

0 South Approach - Right Turn

Two traffic lane Collector Road (one lane in each direction)

82 East Approach - Right Turn 500 East Approach - Through 0 East Approach - Left Turn

5 South Approach - Through

Two traffic lane Arterial Road (one lane in each direction)

R #N/A

T S N T #N/A

#N/A

L

L #N/A

#N/A

T S

N T #N/A

#N/A

T S

R #N/A

R

L

#N/A

T S

N T #N/A

L

L #N/A

#N/A

#N/A

T

#N/A

L

R #N/A

#N/A

Education Facility

R #N/A #N/A R #N/A T E #N/A L

#N/A

R

L WT R

L

#N/A #N/A #N/A

L #N/A

E

N T

R

L #N/A R #N/A T E W T R #N/A L

#N/A #N/A #N/A

L

#N/A

T S N T #N/A

R

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

L #N/A W T #N/A R #N/A

#N/A

R

N T #N/A

R T E L L

L #N/A

#N/A

T S

R

T S

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

L #N/A W T #N/A R #N/A

#N/A

R

#N/A

#N/A R #N/A T E #N/A L

L

#N/A

L #N/A

R #N/A

L

#N/A

T S

L WT R

T S

#N/A

R

L

R T E L

N T #N/A

R #N/A

#N/A

T S N T #N/A

R

R

L

#N/A

T S

L WT R

N T 38

90 292 25

L 96

3 31

L

270

T S

R #N/A 136 511 22

11

R

R T L

E

CRAIGIEBURN ROAD

L WT R

11

100 258 279

494

T S

R

289

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T E #N/A L

L

L #N/A

T S

R #N/A

R

N T #N/A

L #N/A

L #N/A W T #N/A R #N/A

#N/A

L #N/A R #N/A T E W T R #N/A L #N/A

R

R T E L

R

L #N/A W T #N/A R #N/A

#N/A

L

N T #N/A

L #N/A

#N/A

T S

R 199 #N/A R #N/A T E #N/A L

L

L 62

9 L

L #N/A

#N/A #N/A #N/A #N/A

N T 446

98 386 113

#N/A

#N/A R #N/A T E #N/A L #N/A

L WT R

R

#N/A #N/A #N/A

#N/A

R 61

#N/A R #N/A T E #N/A L

Education Education Facility Facility

E

#N/A

T S

#N/A #N/A #N/A

#N/A

L WT R

L #N/A #N/A R #N/A T E #N/A L

L

#N/A R #N/A T E #N/A L

N T #N/A

#N/A #N/A #N/A

R

#N/A #N/A #N/A #N/A

L WT R

L #N/A #N/A R #N/A T #N/A L

#N/A

L T R

BOUNDARY ROAD S

R

N T #N/A

W

202

#N/A #N/A #N/A

#N/A

E

R

#N/A R #N/A T #N/A L #N/A

R

R #N/A #N/A R 410 T 70 L

#N/A #N/A #N/A

100

292 1040 96 398 308 192 South Approach - Left Turn

Four traffic lane Arterial Road (two lanes in each direction)

#N/A

#N/A

T S

R 89 135 341 154

North Approach - Left Turn

Intersection with 50 pedestrians at each approach

North Approach - Through

North Approach - Right Turn

A minimum total vehicle of 50 vehicles (LV + HV). If the total volumes less than 50 vehicles, an additional LV of up to 50 will be added to the turn movement to meet the minimum total vehicles. eg. 3 input = 50 total volumes (LV & HV)

Six traffic lane Arterial Road (three lanes in each direction)

L #N/A

T S

#N/A

R

R #N/A

N T #N/A

L #N/A

#N/A

#N/A

#N/A

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

L

#N/A

T S

#N/A

R

L WT R

N T 487

59 222 186

T S

R

L 174

170

L

492

T S

### #N/A #N/A 159 461 48

1 4

R

TO EPPING

A minimum total vehicle of 20 vehicles (LV + HV). If the total volumes less than 20 vehicles, an additional LV of up to 20 will be added to the turn movement to meet the minimum total vehicles. eg. 3 input = 20 total volumes (LV & HV)

West Approach - Left Turn West Approach - Through West Approach - Right Turn

71

L

L 39

LEGEND

Intersection with 20 pedestrians at each approach

R

#N/A R #N/A T E #N/A L

L

#N/A R #N/A T E #N/A L #N/A

#N/A

4

0

R

#N/A

R

N T 145

R 57

R T L

T S

R

#N/A #N/A #N/A

#N/A R #N/A T E #N/A L

L

1 409 0

#N/A

L #N/A

L #N/A

23

Major Town Centre, and Community Centre

L #N/A R #N/A T E WT R #N/A L L

L #N/A

N T #N/A

N T #N/A

#N/A 384 39

R

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

L 62

445

T S

R T L

122

5

95

R #N/A 45 104 39

R

N T 289

R 284 108 593 115

L 12

21 105

R

6 154

E

#N/A #N/A

T S

R 111

L T R

R 88 #N/A R #N/A T #N/A L

#N/A #N/A #N/A

L

R #N/A

EDGARS ROAD

R #N/A

L T R

R #N/A

L #N/A R #N/A T E WT R #N/A L L

N T #N/A

#N/A

T S

#N/A #N/A #N/A #N/A

N T 478

L #N/A

L #N/A R #N/A T E WT R #N/A L #N/A

R

L WT R

N T #N/A

#N/A #N/A #N/A

R #N/A

N T L #N/A #N/A

R #N/A

L WT R

#N/A

#N/A

L WT R

Town Centre, Community Centre and Education Facility

#N/A

T S

#N/A

R

L 6

20

L #N/A #N/A R #N/A T E #N/A L

L

L #N/A

L

#N/A

#N/A

#N/A R #N/A T E #N/A L #N/A

W

R

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

L N T 264

N T #N/A

N T #N/A

N T #N/A

L #N/A

ANDREW ROAD

L #N/A W T #N/A R #N/A

W

#N/A

#N/A R #N/A T E #N/A L

T S

T S

R #N/A

L #N/A W T #N/A R #N/A

#N/A

#N/A R #N/A T E #N/A L

R

N T #N/A

R #N/A R #N/A

R #N/A

#N/A

#N/A #N/A #N/A

#N/A

R #N/A

L

L T R

L

L #N/A

#N/A #N/A #N/A

#N/A

N T L #N/A #N/A

#N/A

#N/A R #N/A T E #N/A L

R

L WT R

L #N/A

#N/A #N/A #N/A #N/A

#N/A R #N/A T E #N/A L #N/A

R

N T #N/A

N T #N/A

L WT R

#N/A

#N/A #N/A #N/A

#N/A

#N/A #N/A #N/A

#N/A

T S

R #N/A

W

R #N/A #N/A R #N/A T E #N/A L

L

L T R

L #N/A

#N/A #N/A #N/A

TownSCentre, Community Centre and Education Facility

L #N/A W T #N/A R #N/A #N/A

L T R

#N/A

#N/A R #N/A T E #N/A L #N/A

R

W

#N/A

#N/A #N/A #N/A

N T L #N/A #N/A

R #N/A

#N/A

T S

R #N/A

L T R

#N/A #N/A

T S

L

L T R

#N/A

#N/A R #N/A T #N/A L

L

W

N T L #N/A #N/A

R #N/A

KOUKOURA DRIVE

R T L

64

L #N/A W T #N/A R #N/A

R #N/A

SUMMERHILL ROAD 0 6 50

R

N T #N/A

EPPING ROAD

L 0

15

T S

EPPING ROAD

0 18 21

N T #N/A

ANDREW ROAD

R 0

L WT R

N T #N/A

BODYCOATS

N T 0

R T E L

#N/A #N/A #N/A

#N/A #N/A #N/A ### #N/A #N/A

TO WALLAN

Interim Design Year Scenario: PM Peak - Intersection Turn Movement Analysis Summary (Heavy Vehicle)

N R T L #N/A #N/A #N/A

L #N/A W T #N/A R #N/A

### R ### T E ### L #N/A #N/A #N/A

L

R 0 0 3

0

L

0

T S

R T E L

#N/A

R

L

N R T L #N/A #N/A ### #N/A R #N/A T E #N/A L

KOUKOURA DRIVE

T S

R

#N/A

#N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

T S

L

L

#N/A R #N/A T E #N/A L

L

N T L #N/A #N/A

#N/A

#N/A #N/A

T

R #N/A #N/A #N/A #N/A

R

R #N/A

L

L T R

W

L T R

#N/A R #N/A T E #N/A L

N T L #N/A #N/A

#N/A

#N/A #N/A

L #N/A W T #N/A R #N/A

#N/A R #N/A T E #N/A L

#N/A #N/A ###

R

L

T S

W

L T R

L #N/A W T #N/A R #N/A

W #N/A R #N/A T E #N/A L

R #N/A

L

T S

R

#N/A

R 3

W

L T R

4 5 4

#N/A #N/A #N/A

T S

L

L

20 7

L

21

T S

N T L #N/A #N/A

#N/A

#N/A #N/A

#N/A R #N/A T E #N/A L

T S

N R T L #N/A #N/A #N/A

L #N/A W T #N/A R #N/A

E

16

N R T L #N/A #N/A #N/A

L #N/A #N/A R #N/A T E WT 24 R 2 #N/A L

R

L

T S

5

R

L

Major Town Centre, and Community Centre

N T 6

R 7

L T R

9 37 12

L

7

T S

R 18 7 38 7

R T E L

L WT R

25 15 6

N T 18

8

L

28

T S

N T L #N/A #N/A

L #N/A W T #N/A R #N/A #N/A

L

L 4

R T E L

L WT R

1 17 1

N T 9

1

L

Four traffic lane Arterial Road (two lanes in each direction) Two traffic lane Arterial Road (one lane in each direction) Two traffic lane Collector Road (one lane in each direction)

North Approach - Left Turn

Six traffic lane Arterial Road (three lanes in each direction)

North Approach - Through

Intersection with 20 pedestrians at each approach

North Approach - Right Turn

Intersection with 50 pedestrians at each approach

Bus priority route 19 66 6 25 20 12

5 East Approach - Right Turn 32 East Approach - Through 0 East Approach - Left Turn

5 9 20 0 South Approach - Through

South Approach - Right Turn

South Approach - Left Turn

Heavy Vehicle Assumptions: 10% of LV are HV on Epping Road applied on all approaches 6% of LV are HV on all other roads applied on all approaches

T S

R

N R T L #N/A #N/A #N/A #N/A R #N/A T E #N/A L

L #N/A W T #N/A R #N/A

### R ### T E ### L

#N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

L

L

R

T S

R

T S

R

L

#N/A #N/A #N/A

T S

L #N/A W T #N/A R #N/A #N/A #N/A #N/A

T

L

L

R

T S

R

L #N/A W T #N/A R #N/A

Education Facility

N R T L #N/A #N/A #N/A

17

T S

11 R 29 T E 31 L

9 T S

32

R

N R T L #N/A #N/A #N/A

L #N/A W T #N/A R #N/A

### R ### T E ### L

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

L

L

L

T S

R

T S

R

N R T L #N/A #N/A #N/A

T S

R

N R T L #N/A #N/A #N/A #N/A R #N/A T E #N/A L

L #N/A W T #N/A R #N/A

N R T L #N/A #N/A #N/A

L #N/A ### R ### T E W T #N/A R #N/A ### L

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

L

L

L

L

T S

R

L WT R

T S

R

N T 2

6 19 2

T S

R

2

L

9 33 1

17

T S

N R T L #N/A #N/A #N/A

L 6

3

6

R

55

L 7

#N/A #N/A #N/A

R 6

R T E L

1

L

#N/A R #N/A T E #N/A L

L #N/A W T #N/A R #N/A

E

N T 50

11 43 13

R

L #N/A W T #N/A R #N/A

R 7

L

L 3 9 22 10

T S

L WT R

N R T L #N/A #N/A #N/A #N/A R #N/A T E #N/A L

Education Facility #N/A R #N/A T #N/A L

#N/A R #N/A T E #N/A L

#N/A #N/A #N/A

E

R

L #N/A #N/A R #N/A T E WT #N/A R #N/A #N/A L

#N/A R #N/A T E #N/A L

N R T L #N/A #N/A #N/A #N/A R #N/A T #N/A L

L

R

N R T L #N/A #N/A #N/A

L

#N/A #N/A

BOUNDARY ROAD S

#N/A #N/A #N/A

N T

R

L #N/A #N/A R #N/A T E W T #N/A R #N/A #N/A L

#N/A #N/A #N/A #N/A

R

L

T S

W

N T L #N/A #N/A

1

R

R T L

L #N/A W T #N/A R #N/A

E

CRAIGIEBURN ROAD

R

L WT R

7 25 21

T S

R

R

19

L

18 R 51 T E 5 L

55

T S

N R T L ## ## ##

L 19

1

#N/A #N/A #N/A

T S

N T 54

R 22 #N/A R #N/A T E #N/A L

L

T S

0

R

TO EPPING

LEGEND

West Approach - Left Turn West Approach - Through West Approach - Right Turn

R

4

0

R

R

T S

#N/A #N/A

T S

R 4 0 26 0

R T E L

N R T L #N/A #N/A #N/A

#N/A R #N/A T E #N/A L

8

R

5

6

R

39

T S

R T E L

L #N/A W T #N/A R #N/A

ANDREW ROAD

L

L 4

6 10

7

R

R #N/A 3 7 3

T S

L #N/A W T #N/A R #N/A

N R T L #N/A #N/A #N/A

EDGARS ROAD

T S

L 1

21

#N/A #N/A ###

L

N T 31

T S

E

L T R

13

L #N/A #N/A R #N/A T E WT #N/A R #N/A #N/A L

N R T L #N/A #N/A #N/A

2 5 7

#N/A

R #N/A #N/A R 26 T 4 L

23

#N/A #N/A #N/A

KOUKOURA DRIVE L WT R

#N/A R #N/A T E #N/A L

R

L #N/A W T #N/A R #N/A R 6

#N/A R #N/A T E #N/A L

### ### ###

N R T L #N/A #N/A #N/A

#N/A #N/A

T S

L #N/A W T #N/A R #N/A

N R T L #N/A #N/A ###

L T R

R

N T L #N/A #N/A #N/A R #N/A T E #N/A L

#N/A

N R T L #N/A #N/A #N/A

Town Centre, Community Centre and Education Facility

L #N/A W T #N/A R #N/A

R

R #N/A

L

L 0 0 R 4 T 16 L

R

#N/A R #N/A T E #N/A L

L N T 17

T S

#N/A #N/A #N/A

#N/A #N/A #N/A

N T L #N/A #N/A

L #N/A W T #N/A R #N/A

#N/A #N/A ###

R

N R T L #N/A #N/A #N/A #N/A R #N/A T E #N/A L

R #N/A

L T R

### R ### T E ### L

#N/A #N/A

L

N R T L #N/A #N/A ###

T S

L #N/A W T #N/A R #N/A

#N/A

#N/A #N/A #N/A

R

#N/A R #N/A T E #N/A L

N T L #N/A #N/A

L

R #N/A

R

#N/A #N/A #N/A

R

L #N/A W T #N/A R #N/A

R #N/A

Town SCentre, Community Centre and Education Facility

L #N/A W T #N/A R #N/A T S

T S

#N/A R #N/A T E #N/A L

N R T L #N/A #N/A ###

L

W

#N/A #N/A

L #N/A W T #N/A R #N/A

#N/A #N/A ###

L

SUMMERHILL ROAD

#N/A R #N/A T E #N/A L

4

L #N/A W T #N/A R #N/A

L

L #N/A W T #N/A R #N/A

EPPING ROAD

L 0

15

R

N R T L #N/A #N/A #N/A

EPPING ROAD

0 1 1

N R T L #N/A #N/A #N/A

T S

N T L #N/A #N/A

ANDREW ROAD

R 0

L WT R

N T

BODYCOATS

N T 0

L ### W T ### R ###

#N/A R #N/A T E #N/A L ## ## ##

L T R S

Interim Design Year Scenario: PM Peak - Degree of Saturation (DOS) Summary

TO WALLAN 0 0 0 0 0

#N/A #N/A #N/A

0.09 0.09 0.38

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

0

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

0.14 0.54 0.54 0.22

0.82

0.81

#N/A #N/A #N/A 0.01 0.2 0.8

# # #

0.6

0 0.56 0.12

#N/A #N/A #N/A

0 0.6 0.05

23 0.09

#N/A #N/A #N/A

0

#N/A

0.83

0.22

0.09

0.2 0.83 0.81

#N/A #N/A #N/A

0.21

0.27

0.71

KOUKOURA DRIVE

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

0.6

0.19 0.5 0.5

21

#N/A #N/A #N/A

0.8

0.03

#N/A #N/A #N/A

0.71 0.68 0.34

0.78

0.81

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

5

0.39 0.13 0.72 0.02

0.46

0.03 0.55 0.1

0.72

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

Intersection not analysed Six traffic lane Arterial Road (three lanes in each direction) West Approach - Left Turn West Approach - Through West Approach - Right Turn

North Approach - Through

Degree of Saturation less than 0.85

0.76 0.32 0.32 0.72 0.7 0.21

0.68

0.1 0.43 0.15

3 0.85 0.85 0.17

#N/A #N/A #N/A 0.82 0.85 0.03

CRAIGIEBURN ROAD

#N/A #N/A #N/A

0.81 #N/A #N/A #N/A

#N/A #N/A #N/A

0.07 0.09 0.84

0.85

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

East Approach - Right Turn East Approach - Through East Approach - Left Turn

39

0.14

0.18

0.83

#N/A #N/A #N/A 0.72 0.83 0.05

1

TO EPPING North Approach - Left Turn

Degree of Saturation between 0.85 and 0.95

0.46

4 0.72

North Approach - Right Turn

Degree of Saturation between 0.95 and 1.00

South Approach - Through

South Approach - Right Turn

South Approach - Left Turn

Bus priority route

0.11

9

0.6

Degree of Saturation greater than 1.00

Two traffic lane Collector Road (one lane in each direction)

0.7

Education Facility

LEGEND

Two traffic lane Arterial Road (one lane in each direction)

0.12 0.72 0.81

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

0.19 0.74 0.05

Four traffic lane Arterial Road (two lanes in each direction)

0.71 #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

0.73 0.66 0.05 0.34 0.58 0.7

#N/A #N/A #N/A

Education Facility

0.11 0.83

0.46 0.84 0.15

6

#N/A #N/A #N/A

ANDREW ROAD

#N/A

#N/A #N/A #N/A

BOUNDARY ROAD

EDGARS ROAD

#N/A

0.4 0.4 0.48

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

0.6

#N/A #N/A #N/A

#N/A #N/A #N/A

0.58 #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

Major Town Centre, and Community Centre

#N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

0.06

20 0.27

#N/A

0 0 0 0

#N/A #N/A #N/A

#N/A #N/A #N/A

Town Centre, Community Centre and Education Facility

#N/A #N/A #N/A

0

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

0

#N/A #N/A #N/A

ANDREW ROAD

#N/A #N/A #N/A

0

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

BODYCOATS

#N/A #N/A #N/A #N/A #N/A #N/A

0

12 0

#N/A #N/A #N/A #N/A #N/A #N/A

Town Centre, Community Centre and Education

#N/A #N/A #N/A

0 0 0

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A

0

EPPING ROAD

KOUKOURA DRIVE

SUMMERHILL ROAD

#N/A #N/A #N/A 0.13 0.12 0.12

15

0

EPPING ROAD

0.11 0.05 0.13 0.08 0.08 0.14

0

32

0.17

#N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

PHASING SUMMARY SITE LAYOUT Site: Intersection 1 PM 2026 New Site Signals - Fixed Time

Site: Intersection 1 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 1 PM 2026 New Site Signals - Fixed Time

Cycle Time = 120 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 2

L2 T1

189 547

10.1 10.1

0.185 0.830

17.4 49.7

LOS B LOS D

4.5 21.8

33.9 165.8

0.47 0.93

0.73 0.87

57.4 37.4

3

R2

50

0.0

0.170

55.8

LOS E

2.6

17.9

0.90

0.75

36.8

786

9.4

0.830

42.4

LOS D

21.8

165.8

0.82

0.83

40.8

Approach East: Lehmanns Rd 4 L2 5 6

T1 R2

Approach

Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

53

9.4

0.055

16.1

LOS B

1.2

8.8

0.44

0.68

57.4

512 177

10.0 10.2

0.812 0.681

50.1 61.7

LOS D LOS E

19.4 10.2

147.4 77.9

0.97 1.00

0.87 0.84

38.3 31.5

742

10.0

0.812

50.5

LOS D

19.4

147.4

0.94

0.85

37.3

LOS A LOS E

1.0 21.1

7.4 160.0

0.15 0.94

0.59 1.06

56.1 40.0

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 19 4 2 25 21 %

B No 25 33 4 2 39 33 %

C No 64 18 4 2 24 20 %

D No 88 26 4 2 32 27 %

North: Epping Rd 7 8

L2 T1

193 541

9.8 10.0

0.137 0.756

6.3 58.4

9

R2

221

10.0

0.805

64.1

LOS E

13.6

103.4

1.00

0.91

29.8

955

9.9

0.805

49.2

LOS D

21.1

160.0

0.79

0.93

39.2

Approach

West: Craigieburn Rd East 10 L2 66

10.6

0.067

15.0

LOS B

1.4

10.4

0.41

0.68

52.8

11

T1

47

53.2

0.094

40.5

LOS D

1.4

14.2

0.83

0.61

42.5

12

R2

207

10.1

0.797

66.1

LOS E

12.7

96.8

1.00

0.89

32.2

320

16.6

0.797

51.8

LOS D

12.7

96.8

0.85

0.81

36.4

2803

10.6

0.830

47.9

LOS D

21.8

165.8

0.85

0.87

38.7

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Created: Friday, 25 July 2014 1:40:03 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

Demand Flow ped/h

Average Delay sec

Level of Average Back of Queue Service Pedestrian Distance ped m

Prop. Queued

Effective Stop Rate per ped

P1

South Full Crossing

50

49.6

LOS E

0.2

0.2

0.91

0.91

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

50 50

43.4 49.6

LOS E LOS E

0.1 0.2

0.1 0.2

0.85 0.91

0.85 0.91

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

50

43.4

LOS E

0.1

0.1

0.85

0.85

Other Movement Class Running

Other Movement Class Stopped

200

46.5

LOS E

0.88

0.88

Mixed Running & Stopped Movement Classes

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 1:31:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 1:31:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 1 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 3 PM 2026 New Site Signals - Fixed Time

Site: Intersection 3 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 3 PM 2026 New Site Signals - Fixed Time

Cycle Time = 100 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1

L2

33

LOS D

17.1

126.0

2

T1

287

5.9

0.848

49.1

LOS D

17.1

126.0

1.00

1.03

29.8

3

R2

21

4.8

0.167

54.4

LOS D

1.0

7.4

0.97

0.70

30.8

341

5.9

0.848

49.9

LOS D

17.1

126.0

1.00

1.01

30.1

Approach

East: Craigieburn Rd East 4 L2 23

6.1

53.7

0.025

1.00

0.51

1.03

0.69

32.0

19.3

LOS B

0.5

3.9

5

T1

544

6.1

0.849

36.1

LOS D

26.3

193.7

0.92

0.91

44.7

6

R2

145

6.2

0.815

61.4

LOS E

7.8

57.3

1.00

0.90

30.0

712

6.0

0.849

40.7

LOS D

26.3

193.7

0.92

0.90

40.6

Approach

4.3

0.848

Cycle Time = 100 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 7 4 2 13 13 %

B No 13 20 4 2 26 26 %

C No 39 10 4 2 16 16 %

D No 55 39 4 2 45 45 %

46.1

North: Collector Rd 7

L2

102

5.9

0.317

37.9

LOS D

5.7

41.9

0.86

0.75

36.2

8 9

T1 R2

40 95

5.0 6.3

0.317 0.764

33.2 59.9

LOS C LOS E

5.7 5.1

41.9 37.4

0.86 1.00

0.75 0.90

33.4 29.4

237

5.9

0.764

45.9

LOS D

5.7

41.9

0.92

0.81

32.7

Approach

West: Craigieburn Rd East 10

L2

96

6.3

0.084

12.6

LOS B

1.5

11.1

0.39

0.68

51.1

11 12

T1 R2

311 27

6.1 7.4

0.425 0.153

24.0 53.0

LOS C LOS D

11.1 1.3

81.6 9.3

0.78 0.95

0.67 0.72

52.4 32.2

434

6.2

0.425

23.3

LOS C

11.1

81.6

0.70

0.67

50.2

1724

6.0

0.849

38.8

LOS D

26.3

193.7

0.88

0.85

38.5

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

P1

South Full Crossing

Demand Flow ped/h 20

0.70

Effective Stop Rate per ped 0.70

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

42.4 24.5

LOS E LOS C

0.1 0.0

0.1 0.0

0.92 0.70

0.92 0.70

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

39.6

LOS D

0.1

0.1

0.89

0.89

Other Movement Class Running

Other Movement Class Stopped

80

32.8

LOS D

0.80

0.80

Mixed Running & Stopped Movement Classes

Mov ID

Created: Friday, 15 August 2014 2:55:40 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

All Pedestrians

Average Delay sec 24.5

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:53:27 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued

Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:53:27 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 3 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 4 PM 2026 New Site Signals - Fixed Time

Site: Intersection 4 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 4 PM 2026 New Site Signals - Fixed Time

Cycle Time = 80 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Edgars Rd 1 2

L2 T1

20 285

5.0 6.0

0.719 0.719

38.1 33.7

LOS D LOS C

11.7 11.7

85.7 85.7

0.98 0.98

0.88 0.88

39.7 36.3

3

R2

106

5.7

0.679

47.7

LOS D

4.4

32.4

1.00

0.84

34.5

411

5.8

0.719

37.5

LOS D

11.7

85.7

0.98

0.87

35.9

Approach

East: Craigieburn Rd East 4 L2 164

6.1

0.211

22.1

LOS C

4.0

29.2

0.66

0.76

47.4

5 6

363 144

6.1 6.3

0.704 0.720

29.5 47.8

LOS C LOS D

13.3 6.0

97.9 44.0

0.96 1.00

0.84 0.85

48.6 33.8

671

6.1

0.720

31.6

LOS C

13.3

97.9

0.89

0.82

44.1

42 154

7.1 5.8

0.457 0.457

33.4 30.5

LOS C LOS C

6.7 6.7

49.4 49.4

0.90 0.90

0.79 0.79

38.6 37.8

61

6.6

0.393

44.4

LOS D

2.4

17.8

0.98

0.75

33.5

257

6.2

0.457

34.3

LOS C

6.7

49.4

0.92

0.78

36.8

T1 R2

Approach

Cycle Time = 80 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 7 4 2 13 16 %

B No 13 18 4 2 24 30 %

C No 37 9 4 2 15 19 %

D No 52 22 4 2 28 35 %

North: Edgars Rd 7 8

L2 T1

9

R2

Approach

West: Craigieburn Rd East 10 L2 20

5.0

0.025

20.6

LOS C

0.4

3.2

0.59

0.69

45.4

11

T1

286

5.9

0.554

27.2

LOS C

9.7

71.6

0.91

0.77

50.1

12

R2

Approach All Vehicles

21

4.8

0.104

42.6

LOS D

0.8

5.6

0.93

0.70

37.3

327

5.8

0.554

27.8

LOS C

9.7

71.6

0.89

0.76

48.7

1666

6.0

0.720

32.7

LOS C

13.3

97.9

0.92

0.81

41.3

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Created: Friday, 25 July 2014 1:43:17 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

Demand Flow ped/h

Average Delay sec

Level of Average Back of Queue Service Pedestrian Distance ped m

Prop. Queued

Effective Stop Rate per ped

P1

South Full Crossing

20

28.1

LOS C

0.0

0.0

0.84

0.84

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

34.3 28.1

LOS D LOS C

0.0 0.0

0.0 0.0

0.93 0.84

0.93 0.84

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

34.3

LOS D

0.0

0.0

0.93

0.93

Other Movement Class Running

Other Movement Class Stopped

80

31.2

LOS D

0.88

0.88

Mixed Running & Stopped Movement Classes

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 10:37:00 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 10:37:00 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 4 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 5 PM 2026 New Site Signals - Fixed Time

Site: Intersection 5 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 5 PM 2026 New Site Signals - Fixed Time

Cycle Time = 120 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Rd 1

L2

131

LOS C

5.1

37.2

2

T1

473

5.9

0.744

43.9

LOS D

18.2

134.1

0.94

0.81

34.9

3

R2

20

0.0

0.046

43.6

LOS D

0.9

6.3

0.80

0.69

36.6

624

5.8

0.744

41.4

LOS D

18.2

134.1

0.88

0.80

36.0

Approach

East: Craigieburn Rd East 4 L2 20

6.1

31.8

0.021

0.70

0.51

0.75

0.68

40.5

21.8

LOS C

0.6

3.9

5

T1

435

6.0

0.720

45.0

LOS D

16.9

124.2

0.94

0.80

40.4

6

R2

20

0.0

0.129

63.7

LOS E

1.1

7.8

0.96

0.71

32.5

475

5.5

0.720

44.8

LOS D

16.9

124.2

0.93

0.79

40.3

Approach

0.0

0.192

Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 28 4 2 34 28 %

B No 34 30 4 2 36 30 %

C No 70 10 4 2 16 13 %

D No 86 28 4 2 34 28 %

47.7

North: Koukoura Rd 7

L2

66

6.1

0.097

32.2

LOS C

2.4

18.0

0.67

0.73

44.1

8 9

T1 R2

307 302

5.9 6.0

0.659 0.727

45.9 54.5

LOS D LOS D

16.2 16.8

119.4 123.8

0.95 0.98

0.83 0.86

37.0 34.9

675

5.9

0.727

48.4

LOS D

16.8

123.8

0.94

0.83

36.6

Approach

West: Craigieburn Rd East 10

L2

423

5.9

0.481

26.6

LOS C

15.5

114.0

0.68

0.80

47.4

11 12

T1 R2

253 105

5.9 5.7

0.577 0.706

44.3 69.5

LOS D LOS E

13.2 6.4

97.4 47.2

0.94 1.00

0.79 0.83

40.7 29.6

781

5.9

0.706

38.1

LOS D

15.5

114.0

0.81

0.80

41.8

2555

5.8

0.744

42.9

LOS D

18.2

134.1

0.88

0.81

38.6

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

P1

South Full Crossing

Demand Flow ped/h 20

0.89

Effective Stop Rate per ped 0.89

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

46.0 47.7

LOS E LOS E

0.1 0.1

0.1 0.1

0.88 0.89

0.88 0.89

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

46.0

LOS E

0.1

0.1

0.88

0.88

Other Movement Class Running

Other Movement Class Stopped

80

46.9

LOS E

0.88

0.88

Mixed Running & Stopped Movement Classes

Mov ID

Created: Thursday, 21 August 2014 1:15:18 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

All Pedestrians

Average Delay sec 47.7

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Thursday, 21 August 2014 1:13:48 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued

Undetected Movement

Phase Transition Applied

Processed: Thursday, 21 August 2014 1:13:48 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 5 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 6 PM 2026 New Site Signals - Fixed Time

Site: Intersection 6 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 6 PM 2026 New Site Signals - Fixed Time

Cycle Time = 100 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1 2

L2 T1

164 116

6.1 6.0

0.214 0.269

23.7 34.4

LOS C LOS C

5.0 4.7

36.7 34.6

0.66 0.86

0.73 0.69

41.4 34.1

3

R2

101

5.9

0.709

57.6

LOS E

5.2

38.6

1.00

0.86

30.1

381

6.0

0.709

35.9

LOS D

5.2

38.6

0.81

0.75

35.5

Approach

East: Craigieburn Rd East 4 L2 122

5.7

0.152

24.3

LOS C

3.5

25.5

0.62

0.75

43.4

5 6

631 115

6.0 6.1

0.835 0.461

36.7 51.3

LOS D LOS D

21.9 5.3

161.1 39.4

0.92 0.96

0.86 0.79

44.4 33.0

868

6.0

0.835

36.9

LOS D

21.9

161.1

0.88

0.83

42.3

72 94

5.6 6.4

0.094 0.218

22.6 33.9

LOS C LOS C

2.1 3.8

15.1 27.7

0.62 0.85

0.69 0.67

42.0 34.2

118

5.9

0.828

61.3

LOS E

6.4

47.3

1.00

0.97

29.2

284

6.0

0.828

42.4

LOS D

6.4

47.3

0.86

0.80

33.4

T1 R2

Approach

Cycle Time = 100 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 8 4 2 14 14 %

B No 14 31 4 2 37 37 %

C No 51 14 4 2 20 20 %

D No 71 23 4 2 29 29 %

North: Collector Rd 7 8

L2 T1

9

R2

Approach

West: Craigieburn Rd East 10 L2 157

5.7

0.196

24.7

LOS C

4.6

33.6

0.64

0.76

43.2

11

T1

610

6.1

0.827

36.1

LOS D

20.6

151.4

0.91

0.84

44.7

12

R2

201

6.0

0.806

58.2

LOS E

10.5

77.6

1.00

0.90

31.1

968

6.0

0.827

38.8

LOS D

20.6

151.4

0.88

0.84

40.8

2501

6.0

0.835

38.1

LOS D

21.9

161.1

0.87

0.82

39.4

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Created: Friday, 25 July 2014 1:45:04 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

Demand Flow ped/h

Average Delay sec

Level of Average Back of Queue Service Pedestrian Distance ped m

Prop. Queued

Effective Stop Rate per ped

P1

South Full Crossing

20

32.8

LOS D

0.0

0.0

0.81

0.81

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

44.2 32.8

LOS E LOS D

0.1 0.0

0.1 0.0

0.94 0.81

0.94 0.81

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

44.2

LOS E

0.1

0.1

0.94

0.94

Other Movement Class Running

Other Movement Class Stopped

80

38.5

LOS D

0.88

0.88

Mixed Running & Stopped Movement Classes

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 11:08:27 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 11:08:27 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 6 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT

New Site Signals - Fixed Time

Site: Intersection 9 PM 2026

Site: Intersection 9 PM 2026 New Site Signals - Fixed Time

Site: Intersection 9 PM 2026

MOVEMENT SUMMARY New Site Signals - Fixed Time

Cycle Time = 100 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Epping Rd 1 2

L2 T1

20 549

5.0 10.0

0.031 0.779

27.6 42.2

LOS C LOS D

0.6 14.9

4.5 113.2

0.67 0.99

0.68 0.88

40.4 35.5

3

R2

321

10.0

0.805

50.2

LOS D

16.3

123.8

1.00

0.92

33.4

890

9.9

0.805

44.8

LOS D

16.3

123.8

0.98

0.89

34.8

Approach East: Boundary Rd 4 L2

310

10.0

0.344

22.1

LOS C

8.8

66.6

0.62

0.78

47.3

5 6

287 111

10.1 9.9

0.682 0.711

41.3 59.5

LOS D LOS E

13.1 5.7

100.0 43.6

0.97 1.00

0.84 0.84

38.9 32.1

708

10.0

0.711

35.7

LOS D

13.1

100.0

0.82

0.81

40.7

69 496

10.1 10.1

0.111 0.704

28.5 40.3

LOS C LOS D

2.2 12.8

17.0 97.0

0.70 0.97

0.72 0.83

41.5 36.2

68

10.3

0.171

39.3

LOS D

2.7

20.5

0.84

0.74

36.0

633

10.1

0.704

38.9

LOS D

12.8

97.0

0.93

0.81

36.7

T1 R2

Approach

Cycle Time = 100 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 23 4 2 29 29 %

B No 29 21 4 2 27 27 %

C No 56 9 4 2 15 15 %

D No 71 23 4 2 29 29 %

North: Epping Rd 7 8

L2 T1

9

R2

Approach West: Boundary Rd 10 L2

109

10.1

0.121

18.7

LOS B

2.7

20.4

0.54

0.70

44.7

11

T1

429

10.0

0.717

43.4

LOS D

14.2

107.6

0.95

0.87

39.9

12

R2

126

10.3

0.809

60.9

LOS E

6.8

51.7

1.00

0.93

29.7

664

10.1

0.809

42.7

LOS D

14.2

107.6

0.89

0.86

38.1

2895

10.0

0.809

40.8

LOS D

16.3

123.8

0.91

0.84

37.3

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Created: Friday, 25 July 2014 1:46:27 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

Demand Flow ped/h

Average Delay sec

Level of Average Back of Queue Service Pedestrian Distance ped m

Prop. Queued

Effective Stop Rate per ped

P1

South Full Crossing

20

44.2

LOS E

0.1

0.1

0.94

0.94

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

44.2 44.2

LOS E LOS E

0.1 0.1

0.1 0.1

0.94 0.94

0.94 0.94

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

44.2

LOS E

0.1

0.1

0.94

0.94

Other Movement Class Running

Other Movement Class Stopped

80

44.2

LOS E

0.94

0.94

Mixed Running & Stopped Movement Classes

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 12:02:43 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 12:02:43 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 9 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 15 PM 2026 New Site Signals - Fixed Time

Site: Intersection 15 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 15 PM 2026 New Site Signals - Fixed Time

Cycle Time = 70 seconds (Practical Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Rd 1

L2

20

0.0

0.087

29.3

LOS C

1.1

7.5

0.80

0.66

48.9

2

T1

20

0.0

0.087

22.4

LOS C

1.1

7.5

0.80

0.66

51.1

3

R2

68

5.9

0.382

41.0

LOS D

2.3

17.1

0.97

0.76

39.8

108

3.7

0.382

35.4

LOS D

2.3

17.1

0.91

0.72

43.0

Approach East: Summerhill Rd 4 L2

1.8

12.8

5

T1

20

0.0

0.124

17.9

LOS B

1.8

12.8

0.73

0.70

53.4

6

R2

20

0.0

0.126

40.8

LOS D

0.7

4.7

0.95

0.70

40.8

93

3.2

0.126

26.8

LOS C

1.8

12.8

0.78

0.70

48.2

Approach

53

5.7

0.124

24.9

Cycle Time = 70 seconds (Practical Cycle Time)

Phase times determined by the program Sequence: Leading Right Turn Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

LOS C

0.73

0.70

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 7 4 2 13 19 %

B No 13 15 4 2 21 30 %

C No 34 6 4 2 12 17 %

D No 46 18 4 2 24 34 %

49.8

North: RoadName 7

L2

20

0.0

0.126

40.8

LOS D

0.7

4.7

0.95

0.70

40.7

8 9

T1 R2

20 20

0.0 0.0

0.048 0.108

23.8 39.3

LOS C LOS D

0.5 0.7

3.8 4.6

0.82 0.94

0.59 0.70

52.6 41.3

60

0.0

0.126

34.6

LOS C

0.7

4.7

0.90

0.66

44.3

Approach West: Summerhill Rd 10

L2

20

0.0

0.075

26.7

LOS C

1.0

7.2

0.76

0.65

50.6

11 12

T1 R2

20 22

5.0 4.5

0.075 0.143

19.8 40.9

LOS B LOS D

1.0 0.7

7.2 5.4

0.76 0.96

0.65 0.70

53.0 40.0

Approach All Vehicles

62

3.2

0.143

29.5

LOS C

1.0

7.2

0.83

0.67

46.9

323

2.8

0.382

31.6

LOS C

2.3

17.1

0.86

0.69

45.4

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

P1

South Full Crossing

Demand Flow ped/h 20

0.87

Effective Stop Rate per ped 0.87

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 50

29.3 29.3

LOS C LOS C

0.0 0.1

0.0 0.1

0.92 0.92

0.92 0.92

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

29.3

LOS C

0.0

0.0

0.92

0.92

Other Movement Class Running

Other Movement Class Stopped

110

28.8

LOS C

0.91

0.91

Mixed Running & Stopped Movement Classes

Mov ID

Created: Friday, 15 August 2014 2:32:54 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

All Pedestrians

Average Delay sec 26.6

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.0 0.0

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:32:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued

Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:32:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 15 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT Site: Intersection 20 PM 2026 New Site Signals - Fixed Time

Site: Intersection 20 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

Site: Intersection 20 PM 2026 New Site Signals - Fixed Time

Cycle Time = 110 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Dr 1

L2

5.2

38.2

2

T1

356

5.9

0.809

46.6

LOS D

19.3

142.1

0.99

0.92

39.6

3

R2

263

6.1

0.602

47.2

LOS D

12.7

93.2

0.94

0.83

35.8

738

6.0

0.809

46.3

LOS D

19.3

142.1

0.95

0.87

37.5

LOS E

Approach East: Boundary Rd 4 L2

119

5.9

0.272

43.4

0.797

56.4

LOS D

0.85

1.00

0.78

0.90

35.4

15.1

110.9

5

T1

72

5.6

0.200

41.9

LOS D

3.3

24.1

0.88

0.71

33.6

6

R2

5

0.0

0.014

44.1

LOS D

0.2

1.5

0.83

0.65

36.3

348

5.7

0.797

53.2

LOS D

15.1

110.9

0.97

0.86

32.3

Approach

271

5.9

Cycle Time = 110 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Split Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 27 4 2 33 30 %

B No 33 20 4 2 26 24 %

C No 59 18 4 2 24 22 %

D No 83 21 4 2 27 25 %

31.9

North: Koukoura Dr 7

L2

20

0.0

0.059

47.1

LOS D

0.9

6.2

0.86

0.71

35.8

8 9

T1 R2

281 44

6.0 6.8

0.824 0.137

52.9 48.0

LOS D LOS D

16.0 2.0

117.8 14.8

1.00 0.87

0.94 0.74

37.1 33.7

345

5.8

0.824

52.0

LOS D

16.0

117.8

0.98

0.90

36.5

Approach West: Boundary Rd 10

L2

73

5.5

0.542

51.2

LOS D

8.2

60.3

0.97

0.80

32.3

11 12

T1 R2

90 63

5.6 6.3

0.542 0.217

48.3 48.3

LOS D LOS D

8.2 3.0

60.3 22.0

0.97 0.91

0.80 0.75

31.6 32.4

226

5.8

0.542

49.2

LOS D

8.2

60.3

0.95

0.79

32.1

1657

5.9

0.824

49.3

LOS D

19.3

142.1

0.96

0.86

35.3

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians

P1

South Full Crossing

Demand Flow ped/h 20

0.92

Effective Stop Rate per ped 0.92

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

47.3 49.2

LOS E LOS E

0.1 0.1

0.1 0.1

0.93 0.95

0.93 0.95

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

38.5

LOS D

0.1

0.1

0.84

0.84

Other Movement Class Running

Other Movement Class Stopped

80

45.4

LOS E

0.91

0.91

Mixed Running & Stopped Movement Classes

Mov ID

Created: Friday, 15 August 2014 2:41:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

All Pedestrians

Average Delay sec 46.4

Level of Average Back of Queue Service Pedestrian Distance ped m LOS E 0.1 0.1

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 2:41:11 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Prop. Queued

Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 2:41:11 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 20 2026.sip6 8000907, AECOM, NETWORK / Enterprise

PHASING SUMMARY SITE LAYOUT

New Site Signals - Fixed Time

Site: Intersection 21 PM 2026

Site: Intersection 21 PM 2026 New Site Signals - Fixed Time

Site: Intersection 21 PM 2026

MOVEMENT SUMMARY New Site Signals - Fixed Time

Cycle Time = 110 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Koukoura Dr 1 2

L2 T1

112 657

6.3 5.9

0.108 0.830

17.9 29.7

LOS B LOS C

2.6 31.0

19.4 228.1

0.47 0.88

0.72 0.84

47.0 48.5

3

R2

130

6.2

0.804

66.5

LOS E

7.6

55.9

1.00

0.88

28.8

899

6.0

0.830

33.5

LOS C

31.0

228.1

0.84

0.83

43.9

Approach East: Collector Rd 4 L2 5 6

T1 R2

Approach

Cycle Time = 110 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C, D Output Sequence: A, B, C, D

42

7.1

0.507

50.9

LOS D

7.7

56.7

0.96

0.78

32.5

111 48

6.3 6.3

0.507 0.186

46.3 31.6

LOS D LOS C

7.7 1.7

56.7 12.3

0.96 0.91

0.78 0.73

30.3 37.9

201

6.5

0.507

43.7

LOS D

7.7

56.7

0.95

0.77

32.3

20 509

5.0 6.1

0.597 0.597

29.2 22.1

LOS C LOS C

20.5 20.5

150.8 150.8

0.78 0.78

0.70 0.70

44.3 53.6

94

6.4

0.582

61.5

LOS E

5.1

37.8

1.00

0.79

30.0

623

6.1

0.597

28.3

LOS C

20.5

150.8

0.82

0.72

47.6

Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 10 4 2 16 15 %

B No 16 52 4 2 58 53 %

C No 74 6 4 2 12 11 %

D No 86 18 4 2 24 22 %

North: Koukoura Dr 7 8

L2 T1

9

R2

Approach West: Collector Rd 10 L2

33

6.1

0.396

49.9

LOS D

5.9

43.3

0.94

0.76

32.9

11

T1

87

5.7

0.396

45.3

LOS D

5.9

43.3

0.94

0.76

30.6

12

R2

124

5.6

0.478

33.2

LOS C

4.6

33.4

0.96

0.78

37.5

244

5.7

0.478

39.7

LOS D

5.9

43.3

0.95

0.77

34.1

1967

6.0

0.830

33.7

LOS C

31.0

228.1

0.86

0.78

41.9

Approach All Vehicles

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Created: Friday, 25 July 2014 1:50:35 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Description

Demand Flow ped/h

Average Delay sec

Level of Average Back of Queue Service Pedestrian Distance ped m

Prop. Queued

Effective Stop Rate per ped

P1

South Full Crossing

20

49.2

LOS E

0.1

0.1

0.95

0.95

Normal Movement

Permitted/Opposed

P2 P3

East Full Crossing North Full Crossing

20 20

20.4 46.4

LOS C LOS E

0.0 0.1

0.0 0.1

0.61 0.92

0.61 0.92

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

P4

West Full Crossing

20

20.4

LOS C

0.0

0.0

0.61

0.61

Other Movement Class Running

Other Movement Class Stopped

80

34.1

LOS D

0.77

0.77

Mixed Running & Stopped Movement Classes

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 25 July 2014 11:49:33 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Undetected Movement

Phase Transition Applied

Processed: Friday, 25 July 2014 11:49:33 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: C:\Users\malonej\Desktop\MODELS\Intersection 21 2026.sip6 8000907, AECOM, NETWORK / Enterprise

SITE LAYOUT Site: Intersection 23 PM 2026

PHASING SUMMARY Site: Intersection 23 PM 2026

MOVEMENT SUMMARY

New Site Signals - Fixed Time

New Site Signals - Fixed Time

Site: Intersection 23 PM 2026 New Site Signals - Fixed Time

Cycle Time = 80 seconds (User-Given Cycle Time)

Movement Performance - Vehicles Mov ID

OD Mov

Demand Flows Total HV veh/h %

Deg. Satn v/c

Average Delay sec

Level of Service

95% Back of Queue Vehicles Distance veh m

Prop. Queued

Effective Stop Rate per veh

Average Speed km/h

South: Collector Rd 1

L2

76

6.6

0.093

17.5

LOS B

1.7

12.2

0.59

0.68

42.2

3

R2

215

6.0

0.604

37.1

LOS D

7.9

58.2

0.96

0.82

34.3

291

6.2

0.604

32.0

LOS C

7.9

58.2

0.86

0.78

36.1

74 436

5.4 6.0

0.053 0.599

6.3 21.2

LOS A LOS C

0.3 13.7

1.9 100.8

0.18 0.85

0.59 0.74

50.0 44.5

510

5.9

0.599

19.1

LOS B

13.7

100.8

0.76

0.72

45.2

408 41

5.9 4.9

0.561 0.122

20.8 35.3

LOS C LOS D

12.6 1.4

92.4 9.9

0.84 0.86

0.73 0.73

44.7 35.3

449

5.8

0.561

22.1

LOS C

12.6

92.4

0.84

0.73

43.6

1250

5.9

0.604

23.2

LOS C

13.7

100.8

0.81

0.74

42.2

Approach East: Boundary Rd 4 5

L2 T1

Approach

Cycle Time = 80 seconds (User-Given Cycle Time)

Phase times determined by the program Sequence: Variable Phasing Movement Class: All Movement Classes Input Sequence: A, B, C Output Sequence: A, B, C Phase Timing Results Phase Reference Phase Phase Change Time (sec) Green Time (sec) Yellow Time (sec) All-Red Time (sec) Phase Time (sec) Phase Split

A Yes 0 16 4 2 22 28 %

B No 22 31 4 2 37 46 %

C No 59 15 4 2 21 26 %

West: Boundary Rd 11 12

T1 R2

Approach All Vehicles

Created: Friday, 15 August 2014 3:14:05 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - Pedestrians Mov ID

Description

P1

South Full Crossing

Demand Flow ped/h 50

Average Delay sec 21.1

Level of Average Back of Queue Service Pedestrian Distance ped m LOS C 0.1 0.1

Prop. Queued 0.73

Effective Stop Rate per ped 0.73

P2

East Full Crossing

50

34.3

LOS D

0.1

0.1

0.93

0.93

P4

West Full Crossing

50

33.4

LOS D

0.1

0.1

0.91

0.91

150

29.6

LOS C

0.86

0.86

All Pedestrians

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay) Pedestrian movement LOS values are based on average delay per pedestrian movement. Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

Processed: Friday, 15 August 2014 3:13:56 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.22.4722 www.sidrasolutions.com Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise

Normal Movement

Permitted/Opposed

Slip/Bypass-Lane Movement

Opposed Slip/Bypass-Lane

Stopped Movement

Turn On Red

Other Movement Class Running

Other Movement Class Stopped

Mixed Running & Stopped Movement Classes Undetected Movement

Phase Transition Applied

Processed: Friday, 15 August 2014 3:13:56 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd www.sidrasolutions.com SIDRA INTERSECTION 6.0.22.4722 Project: P:\60313908\4. Tech work area\4.5 Planning\SIDRA MODEL\Interim\MODELS\Intersection 23 2026.sip6 8000907, AECOM, NETWORK / Enterprise