NETWORK LAYOUTNetwork: 1 [Existing AM]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Existing AM

2 Kangaroo Ground - Warrandyte Rd / Yarra St - Existing AM

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:48:17 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing AM]Network: 1 [Existing AM]

7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 655 2.1 655 2.1 442 1.483 100 887.4 LOS F 280.2 1997.4 Full 500 -49.9N3 100.0Lane 2 2 0.0 2 0.0 845 0.002 100 7.7 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 1.483 884.7 NA 280.2 1997.4

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1024 0.001 100 8.7 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 360 1.314 100 594.0 LOS F 147.5 1047.8 Full 500 -49.9N3 35.3Approach 474 1.7 474 1.7 1.314 592.7 LOS F 147.5 1047.8

Intersection

1622 3.1 1622 3.1 1.483 532.8 NA 280.2 1997.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N3 Capacity Adjustment due to downstream lane blockage determined by the program.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:23:20 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7Re

leased Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St -

Existing AM]Network: 1 [Existing AM]

7:00 - 8:00am (AM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 792 0.943 100 27.1 LOS C 23.6 171.7 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.943 27.1 LOS C 23.6 171.7

North: Kangaroo Ground - Warrandyte RoadLane 1d 1121 2.0 909 1.9 914 0.995 100 55.8 LOS E 52.4N4 372.8

N4 Full 150 0.0 49.9

Approach 1121 2.0 909N1 1.9 0.995 55.8 LOS E 52.4 372.8

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 525 0.469 100 10.5 LOS B 3.4 26.1 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.469 10.5 LOS B 3.4 26.1

Intersection

2113 4.2 1901N1 4.6 0.995 38.7 LOS D 52.4 372.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.N4 Average back of queue has been restricted to the available queue storage space.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:23:20 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing PM]Network: 1 [Existing PM]

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 424 2.0 1803 0.235 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 576 2.1 1884 0.306 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1000N1 2.1 0.306 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 305 3.6 305 3.6 1826 0.167 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 8 12.5 8 12.5 367 0.022 100 14.2 LOS B 0.1 0.6 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.167 0.4 NA 0.1 0.6

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 502 0.014 100 12.7 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 272 1.116 100 277.1 LOS F 51.5 367.3 Full 500 0.0 0.0Approach 311 2.6 311 2.6 1.116 271.2 LOS F 51.5 367.3

Intersection

1706 2.5 1624N1 2.6 1.116 53.4 NA 51.5 367.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:28:07 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Stop (Two-Way)

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St -

Existing PM]Network: 1 [Existing PM]

4:00 - 5:00pm (PM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0 854 3.0 889 0.961 100 25.2 LOS C 31.9 229.1 Full 500 0.0 0.0Approach 854 3.0 854 3.0 0.961 25.2 LOS C 31.9 229.1

North: Kangaroo Ground - Warrandyte RoadLane 1d 614 3.1 582 3.1 921 0.632 100 8.1 LOS A 6.9 49.4 Full 150 0.0 0.0Approach 614 3.1 582N1 3.1 0.632 8.1 LOS A 6.9 49.4

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 621 3.7 621 3.7 496 1.252 100 481.8 LOS F 173.6 1253.5 Full 350 0.0 100.0Approach 621 3.7 621 3.7 1.252 481.8 LOS F 173.6 1253.5

Intersection

2089 3.3 2057N1 3.3 1.252 158.2 LOS F 173.6 1253.5

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:28:07 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N101 [Option 1a - AM - Stop + Roundabout]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - AM - no zip

2 Kangaroo Ground - Warrandyte Rd / Yarra St - AM - Roundabout

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:33:07 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYNetwork: N101 [Option 1a -

AM - Stop + Roundabout]7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 655 2.1 655 2.1 1843 0.355 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 2 0.0 2 0.0 845 0.002 100 7.7 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 0.355 0.1 NA 0.0 0.1

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1024 0.001 100 8.7 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 457 1.035 100 120.5 LOS F 39.6 281.0 Full 500 0.0 0.0Approach 474 1.7 474 1.7 1.035 120.3 LOS F 39.6 281.0

Intersection

1622 3.1 1622 3.1 1.035 36.4 NA 39.6 281.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Monday, 30 May 2016 2:03:08 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Site: 1 [Kangaroo Ground - Warrandyte Rd / Research -Warrandyte Rd - AM ]

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Roundabout]Network: N101 [Option 1a -

AM - Stop + Roundabout]7:00 - 8:00am (AM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 756 0.987 100 50.1 LOS D 36.7 267.1 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.987 50.1 LOS D 36.7 267.1

North: Kangaroo Ground - Warrandyte RoadLane 1d 728 1.4 718 1.4 1069 0.672 100 7.1 LOS A 7.5 53.5 Short 140 0.0 NALane 2 393 3.1 387 3.1 857 0.452 100 10.5 LOS B 3.6 25.8 Full 150 0.0 0.0Approach 1121 2.0 1105N1 2.0 0.672 8.3 LOS A 7.5 53.5

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 525 0.469 100 10.5 LOS B 3.4 26.1 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.469 10.5 LOS B 3.4 26.1

Intersection

2113 4.2 2097N1 4.2 0.987 23.4 LOS C 36.7 267.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Monday, 30 May 2016 2:03:08 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing PM]Network: N102 [Option 1a -

PM - Stop + Roundabout]4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 424 2.0 1803 0.235 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 576 2.1 1884 0.306 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1000N1 2.1 0.306 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 305 3.6 305 3.6 1826 0.167 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 8 12.5 8 12.5 367 0.022 100 14.2 LOS B 0.1 0.6 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.167 0.4 NA 0.1 0.6

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 502 0.014 100 12.7 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 272 1.116 100 277.1 LOS F 51.5 367.3 Full 500 0.0 0.0Approach 311 2.6 311 2.6 1.116 271.2 LOS F 51.5 367.3

Intersection

1706 2.5 1624N1 2.6 1.116 53.4 NA 51.5 367.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:14 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Roundabout]Network: N102 [Option 1a -

PM - Stop + Roundabout]7:00 - 8:00am (AM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0 854 3.0 899 0.950 100 22.6 LOS C 28.5 204.5 Full 500 0.0 0.0Approach 854 3.0 854 3.0 0.950 22.6 LOS C 28.5 204.5

North: Kangaroo Ground - Warrandyte RoadLane 1d 458 3.1 434 3.1 1078 0.403 100 6.2 LOS A 3.3 24.0 Short 140 0.0 NALane 2 156 3.2 148 3.2 709 0.209 100 10.4 LOS B 1.3 9.5 Full 150 0.0 0.0Approach 614 3.1 582N1 3.1 0.403 7.2 LOS A 3.3 24.0

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 621 3.7 621 3.7 496 1.252 100 481.8 LOS F 173.6 1253.5 Full 350 0.0 100.0Approach 621 3.7 621 3.7 1.252 481.8 LOS F 173.6 1253.5

Intersection

2089 3.3 2057N1 3.3 1.252 156.8 LOS F 173.6 1253.5

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:14 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N103 [Option 1b - AM - Stop + Roundabout (2 lanes)]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - AM - 2 lanes

2 Kangaroo Ground - Warrandyte Rd / Yarra St - AM - Roundabout - 2 lanes

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:35:04 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - AM - 2 lanes]Network: N103 [Option 1b -AM - Stop + Roundabout (2

lanes)]7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 328 2.1 328 2.1 882 0.371 100 2.3 LOS A 2.1 14.7 Short 60 0.0 NALane 2 328 2.1 328 2.1 882 0.371 100 2.3 LOS A 2.1 14.7 Full 500 0.0 0.0Lane 3 2 0.0 2 0.0 845 0.002 100 7.7 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 0.371 2.3 NA 2.1 14.7

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1024 0.001 100 8.7 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 576 0.821 100 22.1 LOS C 8.7 61.6 Full 500 0.0 0.0Approach 474 1.7 474 1.7 0.821 22.1 LOS C 8.7 61.6

Intersection

1622 3.1 1622 3.1 0.821 8.6 NA 8.7 61.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:21 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Roundabout - 2 lanes]Network: N103 [Option 1b -AM - Stop + Roundabout (2

lanes)]7:00 - 8:00am (AM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 751 0.993 100 55.6 LOS E 39.6 288.4 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.993 55.6 LOS E 39.6 288.4

North: Kangaroo Ground - Warrandyte RoadLane 1d 728 1.4 728 1.4 1070 0.680 100 7.3 LOS A 7.9 55.6 Full 150 0.0 0.0Lane 2 393 3.1 393 3.1 858 0.458 100 10.5 LOS B 3.7 26.3 Full 150 0.0 0.0Approach 1121 2.0 1121 2.0 0.680 8.4 LOS A 7.9 55.6

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 525 0.469 100 10.5 LOS B 3.4 26.1 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.469 10.5 LOS B 3.4 26.1

Intersection

2113 4.2 2113 4.2 0.993 25.3 LOS C 39.6 288.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approach

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:21 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - PM - 2 lanes]Network: N104 [Option 1b -PM - Stop + Roundabout (2

lanes)]4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 424 2.0 1803 0.235 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 576 2.1 1884 0.306 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1000N1 2.1 0.306 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Short 60 0.0 NALane 2 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 3 8 12.5 8 12.5 367 0.022 100 14.2 LOS B 0.1 0.6 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.084 0.4 NA 0.1 0.6

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 502 0.014 100 12.7 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 191 1.593 100 1114.8 LOS F 148.9 1062.6 Full 500 0.0 36.2Approach 311 2.6 311 2.6 1.593 1090.0 LOS F 148.9 1062.6

Intersection

1706 2.5 1624N1 2.6 1.593 210.2 NA 148.9 1062.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:27 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Roundabout - 2 lanes]Network: N104 [Option 1b -PM - Stop + Roundabout (2

lanes)]

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0 854 3.0 931 0.917 100 16.2 LOS B 21.4 153.4 Full 500 0.0 0.0Approach 854 3.0 854 3.0 0.917 16.2 LOS B 21.4 153.4

North: Kangaroo Ground - Warrandyte RoadLane 1d 458 3.1 374 3.2 1066 0.350 100 6.1 LOS A 2.7 19.8 Full 150 0.0 0.0Lane 2 156 3.2 127 3.4 708 0.180 100 10.3 LOS B 1.1 8.0 Full 150 0.0 0.0Approach 614 3.1 501N1 3.3 0.350 7.2 LOS A 2.7 19.8

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 621 3.7 621 3.7 496 1.252 100 481.4 LOS F 173.5 1252.8 Full 350 0.0 100.0Approach 621 3.7 621 3.7 1.252 481.4 LOS F 173.5 1252.8

Intersection

2089 3.3 1976N1 3.4 1.252 160.1 LOS F 173.5 1252.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:57:27 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Roundabout

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N101 [Option 2a - AM - Stop + Metered Roundabout]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Existing AM

2v Kangaroo Ground - Warrandyte Rd / Yarra St - AM - Metered Roundabout

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:35:24 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing AM]Network: N101 [Option 2a -

AM - Stop + MeteredRoundabout]

7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 655 2.1 655 2.1 608 1.076 100 166.6 LOS F 87.4 622.9 Full 500 -31.0N3 11.9Lane 2 2 0.0 2 0.0 845 0.002 100 7.7 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 1.076 166.1 NA 87.4 622.9

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1024 0.001 100 8.7 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 496 0.954 100 38.7 LOS E 15.1 107.0 Full 500 -31.0N3 0.0Approach 474 1.7 474 1.7 0.954 38.6 LOS E 15.1 107.0

Intersection

1622 3.1 1622 3.1 1.076 79.8 NA 87.4 622.9

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N3 Capacity Adjustment due to downstream lane blockage determined by the program.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:34 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7R

eleased Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Metered Roundabout]Network: N101 [Option 2a -

AM - Stop + MeteredRoundabout]

7:00 - 8:00am (AM peak)Roundabout Metering

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 919 0.812 100 16.2 LOS B 11.3 82.4 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.812 16.2 LOS B 11.3 82.4

North: Kangaroo Ground - Warrandyte RoadLane 1d 728 1.4 590 1.4 660 0.894 100 32.7 LOS C 28.2 199.6 Short 140 0.0 NALane 2 393 3.1 318 3.0 527 0.603 100 15.7 LOS B 8.5 60.7 Full 150 0.0 31.08

Approach 1121 2.0 908N1 1.9 0.894 26.7 LOS C 28.2 199.6

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 572 0.430 100 7.4 LOS A 2.5 19.5 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.430 7.4 LOS A 2.5 19.5

Intersection

2113 4.2 1900N1 4.6 0.894 20.1 LOS C 28.2 199.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

8 Probability of Blockage has been set on the basis of a queue that overflows from an adjacent short lane.d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:34 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7Re

leased Under the Freedom of

Information Act 1982

Roads Corporation

ROUNDABOUT METERINGSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Metered Roundabout]Network: N101 [Option 2a -

AM - Stop + MeteredRoundabout]

7:00 - 8:00am (AM peak)Roundabout Metering

Metering Signal Control SettingsTiming Method Optimum Cycle Time

Phase times determined by the programCycle Time (sec) 40

Blank Phase Red PhaseBlank or Red Time (sec) 24 6Yellow Time (sec) 3 3All-Red Time (sec) 2 2Phase Time (sec) 29 11Phase Split (%) 73 28

Metered ApproachApproach Name Kangaroo Ground - Warrandyte RoadApproach Location NorthRed Time (Displayed) 13 secBlank Time (Displayed) 24 secYellow Time 3 secRed Time (Effective) 16 secBlank Time (Effective) 24 secBlank Time Ratio 0.60

Lane Capacity and Performance Summary95% Back of QueueSaturation

Flow Rate Capacity Deg. SatnAverage

Delay Vehicles Distanceveh/h veh/h v/c sec veh m

Lane 1 1100 660 1.103 32.7 28.2 199.6Lane 2 879 527 0.745 15.7 8.5 60.7Approach 0.894 26.7 28.2 199.6

Controlling ApproachApproach Name Ringwood - Warrandyte Rd (Yarra St)Approach Location EastDetector Setback Distance 120 mQueue Detection Probability 0.0 %

Lane Capacity and Performance SummarySaturation Flow Rate 95% Back of Queue

Capacity Deg. SatnAverage

DelayBlank Red Vehicles Distanceveh/h veh/h veh/h v/c sec veh m

Lane 1 614 1375 919 0.812 16.2 11.3 82.4Approach 0.812 16.2 11.3 82.4

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:34 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing PM]Network: N101 [Option 2a -

PM - Stop + MeteredRoundabout]

4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 442 2.0 1803 0.245 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 600 2.1 1884 0.319 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1043N1 2.0 0.319 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 305 3.6 305 3.6 1826 0.167 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 8 12.5 8 12.5 340 0.024 100 15.0 LOS C 0.1 0.6 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.167 0.4 NA 0.1 0.6

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 480 0.015 100 13.1 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 255 1.191 100 402.8 LOS F 70.8 505.2 Full 500 0.0 5.3Approach 311 2.6 311 2.6 1.191 394.0 LOS F 70.8 505.2

Intersection

1706 2.5 1667N1 2.5 1.191 75.1 NA 70.8 505.2

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:55 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7Re

leased Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Metered Roundabout]Network: N101 [Option 2a -

PM - Stop + MeteredRoundabout]

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0 854 3.0 804 1.062 100 327.7 LOS F 173.8 1248.3 Full 500 0.0 91.0Approach 854 3.0 854 3.0 1.062 327.7 LOS F 173.8 1248.3

North: Kangaroo Ground - Warrandyte RoadLane 1d 458 3.1 422 3.1 1012 0.417 100 6.3 LOS A 3.0 21.8 Short 140 0.0 NALane 2 156 3.2 144 3.3 668 0.215 100 10.6 LOS B 1.2 8.4 Full 150 0.0 0.0Approach 614 3.1 566N1 3.2 0.417 7.4 LOS A 3.0 21.8

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 621 3.7 621 3.7 722 0.861 100 30.2 LOS C 17.6 127.0 Full 350 0.0 0.0Approach 621 3.7 621 3.7 0.861 30.2 LOS C 17.6 127.0

Intersection

2089 3.3 2041N1 3.3 1.062 148.4 LOS F 173.8 1248.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:55 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Roundabout Metering

Released Under the Freedom of

Information Act 1982

Roads Corporation

ROUNDABOUT METERINGSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Metered Roundabout]Network: N101 [Option 2a -

PM - Stop + MeteredRoundabout]

Metering Signal Control SettingsTiming Method Optimum Cycle Time

Phase times determined by the programCycle Time (sec) 115

Blank Phase Red PhaseBlank or Red Time (sec) 102 3Yellow Time (sec) 3 3All-Red Time (sec) 2 2Phase Time (sec) 107 8Phase Split (%) 93 7

Metered ApproachApproach Name Ringwood - Warrandyte Rd (Yarra St)Approach Location EastRed Time (Displayed) 10 secBlank Time (Displayed) 102 secYellow Time 3 secRed Time (Effective) 13 secBlank Time (Effective) 102 secBlank Time Ratio 0.89

Lane Capacity and Performance Summary95% Back of QueueSaturation

Flow Rate Capacity Deg. SatnAverage

Delay Vehicles Distanceveh/h veh/h v/c sec veh m

Lane 1 906 804 1.062 327.7 173.8 1248.3Approach 1.062 327.7 173.8 1248.3

Controlling ApproachApproach Name Heidelberg - Warrandyte Rd (Yarra St)Approach Location WestDetector Setback Distance 120 mQueue Detection Probability 6.7 %

Lane Capacity and Performance SummarySaturation Flow Rate 95% Back of Queue

Capacity Deg. SatnAverage

DelayBlank Red Vehicles Distanceveh/h veh/h veh/h v/c sec veh m

Lane 1 606 1596 722 0.861 30.2 17.6 127.0Approach 0.861 30.2 17.6 127.0

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:41:55 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Roundabout Metering

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N101 [Option 2b - AM - Stop + Metered Roundabout (2 lanes)]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - AM - 2 lanes

2v Kangaroo Ground - Warrandyte Rd / Yarra St - AM - Metered Roundabout - 2lanes

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:37:31 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - AM - 2 lanes]Network: N101 [Option 2b -

AM - Stop + MeteredRoundabout (2 lanes)]

7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 218 2.1 218 2.1 441 0.495 100 3.1 LOS A 42.3 301.4 Short 60 -50.0N3 NALane 2 437 2.1 437 2.1 882 0.495 100 3.4 LOS A 3.9 27.9 Full 500 0.0 0.0Lane 3 2 0.0 2 0.0 845 0.002 100 7.7 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 0.495 3.3 NA 42.3 301.4

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1024 0.001 100 8.7 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 573 0.826 100 22.5 LOS C 8.8 62.8 Full 500 0.0 0.0Approach 474 1.7 474 1.7 0.826 22.5 LOS C 8.8 62.8

Intersection

1622 3.1 1622 3.1 0.826 9.1 NA 42.3 301.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N3 Capacity Adjustment due to downstream lane blockage determined by the program.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:32 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Metered Roundabout - 2 lanes]Network: N101 [Option 2b -

AM - Stop + MeteredRoundabout (2 lanes)]

7:00 - 8:00am (AM peak)Roundabout Metering

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 842 0.886 100 23.6 LOS C 17.1 124.6 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.886 23.6 LOS C 17.1 124.6

North: Kangaroo Ground - Warrandyte RoadLane 1d 728 1.4 728 1.4 722 1.008 100 134.2 LOS F 34.6N4 244.8

N4 Full 150 0.0 50.0

Lane 2 393 3.1 393 3.1 578 0.680 100 16.9 LOS B 10.9 78.2 Full 150 0.0 0.0Approach 1121 2.0 1121 2.0 1.008 93.1 LOS F 34.6 244.8

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 586 0.420 100 6.7 LOS A 2.4 18.3 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.420 6.7 LOS A 2.4 18.3

Intersection

2113 4.2 2113 4.2 1.008 58.5 LOS E 34.6 244.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN4 Average back of queue has been restricted to the available queue storage space.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:32 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

ROUNDABOUT METERINGSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Metered Roundabout - 2 lanes]Network: N101 [Option 2b -

AM - Stop + MeteredRoundabout (2 lanes)]

7:00 - 8:00am (AM peak)Roundabout Metering

Metering Signal Control SettingsTiming Method Optimum Cycle Time

Phase times determined by the programCycle Time (sec) 40

Blank Phase Red PhaseBlank or Red Time (sec) 26 4Yellow Time (sec) 3 3All-Red Time (sec) 2 2Phase Time (sec) 31 9Phase Split (%) 78 23

Metered ApproachApproach Name Kangaroo Ground - Warrandyte RoadApproach Location NorthRed Time (Displayed) 11 secBlank Time (Displayed) 26 secYellow Time 3 secRed Time (Effective) 14 secBlank Time (Effective) 26 secBlank Time Ratio 0.65

Lane Capacity and Performance Summary95% Back of QueueSaturation

Flow Rate Capacity Deg. SatnAverage

Delay Vehicles Distanceveh/h veh/h v/c sec veh m

Lane 1 1111 722 1.008 134.2 34.6 244.8Lane 2 890 578 0.680 16.9 10.9 78.2Approach 1.008 93.1 34.6 244.8

Controlling ApproachApproach Name Ringwood - Warrandyte Rd (Yarra St)Approach Location EastDetector Setback Distance 120 mQueue Detection Probability 6.1 %

Lane Capacity and Performance SummarySaturation Flow Rate 95% Back of Queue

Capacity Deg. SatnAverage

DelayBlank Red Vehicles Distanceveh/h veh/h veh/h v/c sec veh m

Lane 1 554 1375 842 0.886 23.6 17.1 124.6Approach 0.886 23.6 17.1 124.6

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:32 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - PM - 2 lanes]Network: N101 [Option 2b -

PM - Stop + MeteredRoundabout (2 lanes)]

4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 451 2.0 1803 0.250 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 612 2.1 1884 0.325 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1062N1 2.0 0.325 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Short 60 0.0 NALane 2 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 3 8 12.5 8 12.5 329 0.024 100 15.4 LOS C 0.1 0.6 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.084 0.4 NA 0.1 0.6

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 470 0.015 100 13.2 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 171 1.780 100 1452.4 LOS F 173.9 1241.2 Full 500 0.0 49.8Approach 311 2.6 311 2.6 1.780 1420.0 LOS F 173.9 1241.2

Intersection

1706 2.5 1686N1 2.5 1.780 263.5 NA 173.9 1241.2

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:54 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Metered Roundabout - 2 lanes]Network: N101 [Option 2b -

PM - Stop + MeteredRoundabout (2 lanes)]

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0 854 3.0 831 1.027 100 217.3 LOS F 152.4 1094.8 Full 500 0.0 78.1Approach 854 3.0 854 3.0 1.027 217.3 LOS F 152.4 1094.8

North: Kangaroo Ground - Warrandyte RoadLane 1d 458 3.1 359 3.3 1064 0.338 100 5.9 LOS A 2.3 16.6 Full 150 0.0 0.0Lane 2 156 3.2 122 3.4 708 0.173 100 10.0 LOS A 0.9 6.6 Full 150 0.0 0.0Approach 614 3.1 481N1 3.3 0.338 6.9 LOS A 2.3 16.6

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 621 3.7 621 3.7 618 1.005 100 99.0 LOS F 50.1 362.0 Full 350 0.0 6.0Approach 621 3.7 621 3.7 1.005 99.0 LOS F 50.1 362.0

Intersection

2089 3.3 1956N1 3.5 1.027 128.0 LOS F 152.4 1094.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:54 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Roundabout Metering

Released Under the Freedom of

Information Act 1982

Roads Corporation

ROUNDABOUT METERINGSite: 2v [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Metered Roundabout - 2 lanes]Network: N101 [Option 2b -

PM - Stop + MeteredRoundabout (2 lanes)]

Metering Signal Control SettingsTiming Method Optimum Cycle Time

Phase times determined by the programCycle Time (sec) 110

Blank Phase Red PhaseBlank or Red Time (sec) 96 4Yellow Time (sec) 3 3All-Red Time (sec) 2 2Phase Time (sec) 101 9Phase Split (%) 92 8

Metered ApproachApproach Name Ringwood - Warrandyte Rd (Yarra St)Approach Location EastRed Time (Displayed) 11 secBlank Time (Displayed) 96 secYellow Time 3 secRed Time (Effective) 14 secBlank Time (Effective) 96 secBlank Time Ratio 0.87

Lane Capacity and Performance Summary95% Back of QueueSaturation

Flow Rate Capacity Deg. SatnAverage

Delay Vehicles Distanceveh/h veh/h v/c sec veh m

Lane 1 953 831 1.027 217.3 152.4 1094.8Approach 1.027 217.3 152.4 1094.8

Controlling ApproachApproach Name Heidelberg - Warrandyte Rd (Yarra St)Approach Location WestDetector Setback Distance 120 mQueue Detection Probability 100.0 %

Lane Capacity and Performance SummarySaturation Flow Rate 95% Back of Queue

Capacity Deg. SatnAverage

DelayBlank Red Vehicles Distanceveh/h veh/h veh/h v/c sec veh m

Lane 1 474 1597 618 1.005 99.0 50.1 362.0Approach 1.005 99.0 50.1 362.0

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 11:42:54 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)Roundabout Metering

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N101 [Option 3a - AM - Stop + Signals]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Existing AM

2 KG-W Rd / Yarra St - AM - Traffis Signals

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:49:38 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing AM]Network: N101 [Option 3a -

AM - Stop + Signals]7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 655 2.1 655 2.1 816 0.803 100 9.1 LOS A 13.9 99.4 Full 500 -7.5N3 0.0Lane 2 2 0.0 2 0.0 946 0.002 100 7.3 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 0.803 9.1 NA 13.9 99.4

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1050 0.001 100 8.6 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 720 0.657 100 15.1 LOS C 5.1 36.4 Full 500 -7.5N3 0.0Approach 474 1.7 474 1.7 0.657 15.0 LOS C 5.1 36.4

Intersection

1622 3.1 1622 3.1 0.803 9.3 NA 13.9 99.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N3 Capacity Adjustment due to downstream lane blockage determined by the program.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:45 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7Re

leased Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [KG-W Rd / Yarra St - AM - Traffis Signals] Network: N101 [Option 3a -

AM - Stop + Signals]New SiteSignals - Fixed Time Isolated Cycle Time = 95 seconds (User-Given Cycle Time)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte RoadLane 1 740 4.7 740 4.7 874 0.847 100 29.1 LOS C 30.1 219.1 Full 500 0.0 0.0Approach 740 4.7 740 4.7 0.847 29.1 LOS C 30.1 219.1

North: Kangaroo Ground - Warrandyte RoadLane 1 728 1.4 728 1.4 1355 0.537 100 11.3 LOS B 14.5 102.6 Short 140 0.0 NALane 2 392 3.1 392 3.1 440 0.891 100 56.3 LOS E 21.5 154.2 Full 150 0.0 7.5Approach 1120 2.0 1120 2.0 0.891 27.1 LOS C 21.5 154.2

West: Heidelber - Warrandyte Road (Yarra Street)Lane 1 231 8.2 231 8.2 249 0.928 100 65.0 LOS E 13.6 102.1 Full 350 0.0 0.0Approach 231 8.2 231 8.2 0.928 65.0 LOS E 13.6 102.1

Intersection

2091 3.6 2091 3.6 0.928 32.0 LOS C 30.1 219.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:45 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

PHASING SUMMARYSite: 2 [KG-W Rd / Yarra St - AM - Traffis Signals] Network: N101 [Option 3a -

AM - Stop + Signals]New SiteSignals - Fixed Time Isolated Cycle Time = 95 seconds (User-Given Cycle Time)

Phase times determined by the programSequence: Leading Right TurnMovement Class: All Movement ClassesInput Sequence: A, C, DOutput Sequence: A, C, D

Phase Timing ResultsPhase A C DReference Phase Yes No NoPhase Change Time (sec) 0 29 76Green Time (sec) 23 41 13Yellow Time (sec) 4 4 4All-Red Time (sec) 2 2 2Phase Time (sec) 29 47 19Phase Split 31 % 49 % 20 %

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

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:45 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - Existing PM]Network: N101 [Option 3a -

PM - Stop + Signals]4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 457 2.0 1803 0.254 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 621 2.1 1884 0.330 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1078N1 2.0 0.330 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 305 3.6 305 3.6 1826 0.167 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 8 12.5 8 12.5 471 0.017 100 12.2 LOS B 0.1 0.5 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.167 0.3 NA 0.1 0.5

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 556 0.013 100 12.4 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 352 0.865 100 48.8 LOS E 10.4 74.1 Full 500 0.0 0.0Approach 311 2.6 311 2.6 0.865 47.9 LOS E 10.4 74.1

Intersection

1706 2.5 1702N1 2.5 0.865 10.3 NA 10.4 74.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:55 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [KG-W Rd / Yarra St - PM - Traffis Signals] Network: N101 [Option 3a -

PM - Stop + Signals]New SiteSignals - Fixed Time Isolated Cycle Time = 120 seconds (User-Given Cycle Time)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte RoadLane 1 852 3.1 852 3.1 859 0.991 100 101.1 LOS F 78.0 560.3 Full 500 0.0 15.3Approach 852 3.1 852 3.1 0.991 101.1 LOS F 78.0 560.3

North: Kangaroo Ground - Warrandyte RoadLane 1 458 3.1 458 3.1 1045 0.438 100 20.9 LOS C 15.0 107.7 Short 140 0.0 NALane 2 155 3.2 155 3.2 166 0.931 100 84.1 LOS F 11.1 80.0 Full 150 0.0 0.0Approach 613 3.1 613 3.1 0.931 36.9 LOS D 15.0 107.7

West: Heidelber - Warrandyte Road (Yarra Street)Lane 1 609 2.5 609 2.5 603 1.009 100 128.3 LOS F 62.8 449.0 Full 350 0.0 27.6Approach 609 2.5 609 2.5 1.009 128.3 LOS F 62.8 449.0

Intersection

2074 2.9 2074 2.9 1.009 90.1 LOS F 78.0 560.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:55 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

PHASING SUMMARYSite: 2 [KG-W Rd / Yarra St - PM - Traffis Signals] Network: N101 [Option 3a -

PM - Stop + Signals]New SiteSignals - Fixed Time Isolated Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the programSequence: Leading Right TurnMovement Class: All Movement ClassesInput Sequence: A, C, DOutput Sequence: A, C, D

Phase Timing ResultsPhase A C DReference Phase Yes No NoPhase Change Time (sec) 0 17 75Green Time (sec) 11 52 39Yellow Time (sec) 4 4 4All-Red Time (sec) 2 2 2Phase Time (sec) 17 58 45Phase Split 14 % 48 % 38 %

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

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:30:55 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: N101 [Option 3b - AM - Stop + Signals (2 lanes)]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - AM - 2 lanes

2 KG-W Rd / Yarra St - AM - Traffis Signals - 2 lanes

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:51:16 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - AM - 2 lanes]Network: N101 [Option 3b -

AM - Stop + Signals (2 lanes)]7:00 - 8:00am (AM peak)

Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 348 2.9 348 2.9 1791 0.194 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 143 13.3 143 13.3 1758 0.081 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.194 4.0 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 340 2.1 340 2.1 882 0.386 100 2.4 LOS A 2.2 16.0 Short 60 0.0 NALane 2 315 2.1 315 2.1 816 0.386 100 2.4 LOS A 2.0 14.4 Full 500 -7.5N3 0.0Lane 3 2 0.0 2 0.0 946 0.002 100 7.3 LOS A 0.0 0.1 Short 30 0.0 NAApproach 657 2.1 657 2.1 0.386 2.4 NA 2.2 16.0

West: Research - Warrandyte RoadLane 1 1 0.0 1 0.0 1050 0.001 100 8.6 LOS A 0.0 0.0 Short 40 0.0 NALane 2 473 1.7 473 1.7 584 0.810 100 20.4 LOS C 8.3 58.7 Full 500 -7.5N3 0.0Approach 474 1.7 474 1.7 0.810 20.4 LOS C 8.3 58.7

Intersection

1622 3.1 1622 3.1 0.810 8.1 NA 8.3 58.7

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N3 Capacity Adjustment due to downstream lane blockage determined by the program.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:42 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [KG-W Rd / Yarra St - AM - Traffis Signals - 2 lanes] Network: N101 [Option 3b -

AM - Stop + Signals (2 lanes)]New SiteSignals - Fixed Time Isolated Cycle Time = 95 seconds (User-Given Cycle Time)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte RoadLane 1 740 4.7 740 4.7 874 0.847 100 29.1 LOS C 30.1 219.1 Full 500 0.0 0.0Approach 740 4.7 740 4.7 0.847 29.1 LOS C 30.1 219.1

North: Kangaroo Ground - Warrandyte RoadLane 1 728 1.4 728 1.4 1355 0.537 100 11.3 LOS B 14.5 102.6 Full 150 0.0 0.0Lane 2 392 3.1 392 3.1 440 0.891 100 56.3 LOS E 21.5 154.2 Full 150 0.0 7.5Approach 1120 2.0 1120 2.0 0.891 27.1 LOS C 21.5 154.2

West: Heidelber - Warrandyte Road (Yarra Street)Lane 1 231 8.2 231 8.2 249 0.928 100 65.0 LOS E 13.6 102.1 Full 350 0.0 0.0Approach 231 8.2 231 8.2 0.928 65.0 LOS E 13.6 102.1

Intersection

2091 3.6 2091 3.6 0.928 32.0 LOS C 30.1 219.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:42 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

PHASING SUMMARYSite: 2 [KG-W Rd / Yarra St - AM - Traffis Signals - 2 lanes] Network: N101 [Option 3b -

AM - Stop + Signals (2 lanes)]New SiteSignals - Fixed Time Isolated Cycle Time = 95 seconds (User-Given Cycle Time)

Phase times determined by the programSequence: Leading Right TurnMovement Class: All Movement ClassesInput Sequence: A, C, DOutput Sequence: A, C, D

Phase Timing ResultsPhase A C DReference Phase Yes No NoPhase Change Time (sec) 0 29 76Green Time (sec) 23 41 13Yellow Time (sec) 4 4 4All-Red Time (sec) 2 2 2Phase Time (sec) 29 47 19Phase Split 31 % 49 % 20 %

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

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:42 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - PM - 2 lanes]Network: N101 [Option 3b -

PM - Stop + Signals (2 lanes)]4:00 - 5:00pm (PM peak)Stop (Two-Way)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 457 2.0 1803 0.254 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 623 2.1 621 2.1 1884 0.330 100 0.0 LOS A 0.0 0.0 Full 150 0.0 0.0Approach 1082 2.0 1078N1 2.0 0.330 2.4 NA 0.0 0.0

North: Kangaroo Ground - Warrandyte RoadLane 1 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Short 60 0.0 NALane 2 153 3.6 153 3.6 1826 0.084 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 3 8 12.5 8 12.5 471 0.017 100 12.2 LOS B 0.1 0.5 Short 30 0.0 NAApproach 313 3.8 313 3.8 0.084 0.3 NA 0.1 0.5

West: Research - Warrandyte RoadLane 1 7 14.3 7 14.3 556 0.013 100 12.4 LOS B 0.0 0.4 Short 40 0.0 NALane 2 304 2.3 304 2.3 254 1.195 100 407.9 LOS F 72.4 517.0 Full 500 0.0 6.0Approach 311 2.6 311 2.6 1.195 399.0 LOS F 72.4 517.0

Intersection

1706 2.5 1702N1 2.5 1.195 74.5 NA 72.4 517.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Minor Road Approach LOS values are based on average delay for all lanes.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is nota good LOS measure due to zero delays associated with major road lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:53 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7Re

leased Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [KG-W Rd / Yarra St - PM - Traffis Signals - 2 lanes] Network: N101 [Option 3b -

PM - Stop + Signals (2 lanes)]New SiteSignals - Fixed Time Isolated Cycle Time = 120 seconds (User-Given Cycle Time)

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte RoadLane 1 852 3.1 852 3.1 890 0.957 100 71.5 LOS E 64.8 465.6 Full 500 0.0 0.0Approach 852 3.1 852 3.1 0.957 71.5 LOS E 64.8 465.6

North: Kangaroo Ground - Warrandyte RoadLane 1 458 3.1 421 3.1 1045 0.403 100 20.5 LOS C 13.4 96.4 Full 150 0.0 0.0Lane 2 155 3.2 142 3.3 136 1.047 100 181.9 LOS F 16.2 116.5 Full 150 0.0 0.0Approach 613 3.1 563N1 3.2 1.047 61.3 LOS E 16.2 116.5

West: Heidelber - Warrandyte Road (Yarra Street)Lane 1 609 2.5 609 2.5 603 1.009 100 128.3 LOS F 62.8 449.0 Full 350 0.0 27.6Approach 609 2.5 609 2.5 1.009 128.3 LOS F 62.8 449.0

Intersection

2074 2.9 2024N1 3.0 1.047 85.8 LOS F 64.8 465.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

N1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:53 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

PHASING SUMMARYSite: 2 [KG-W Rd / Yarra St - PM - Traffis Signals - 2 lanes] Network: N101 [Option 3b -

PM - Stop + Signals (2 lanes)]New SiteSignals - Fixed Time Isolated Cycle Time = 120 seconds (User-Given Cycle Time)

Phase times determined by the programSequence: Leading Right TurnMovement Class: All Movement ClassesInput Sequence: A, C, DOutput Sequence: A, C, D

Phase Timing ResultsPhase A C DReference Phase Yes No NoPhase Change Time (sec) 0 15 75Green Time (sec) 9 54 39Yellow Time (sec) 4 4 4All-Red Time (sec) 2 2 2Phase Time (sec) 15 60 45Phase Split 13 % 50 % 38 %

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

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 3 June 2016 2:49:53 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

NETWORK LAYOUTNetwork: 1 [Option 4a - AM - 2 Roundabouts]

New Network

SITES IN NETWORKSite ID Site Name

1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - AM -Roundabout

2 Kangaroo Ground - Warrandyte Rd / Yarra St - AM - Roundabout

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 3 June 2016 10:52:47 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - AM - Roundabout]Network: 1 [Option 4a - AM -

2 Roundabouts]7:00 - 8:00am (AM peak)

Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1d 348 2.9 348 2.9 1824 0.191 100 4.2 LOS A 1.3 9.3 Short 30 0.0 NALane 2 143 13.3 143 13.3 1363 0.105 100 4.1 LOS A 0.6 4.8 Full 150 0.0 0.0Approach 491 5.9 491 5.9 0.191 4.2 LOS A 1.3 9.3

North: Kangaroo Ground - Warrandyte RoadLane 1d 657 2.1 657 2.1 1128 0.582 100 5.9 LOS A 4.9 35.0 Full 500 0.0 0.0Approach 657 2.1 657 2.1 0.582 5.9 LOS A 4.9 35.0

West: Research - Warrandyte RoadLane 1d 474 1.7 474 1.7 1246 0.380 100 9.6 LOS A 2.4 17.3 Full 500 0.0 0.0Approach 474 1.7 474 1.7 0.380 9.6 LOS A 2.4 17.3

Intersection

1622 3.1 1622 3.1 0.582 6.5 LOS A 4.9 35.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approach

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:48:26 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - AM -

Roundabout]Network: 1 [Option 4a - AM -

2 Roundabouts]7:00 - 8:00am (AM peak)Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 746 4.7 746 4.7 751 0.993 100 55.6 LOS E 39.6 288.4 Full 500 0.0 0.0Approach 746 4.7 746 4.7 0.993 55.6 LOS E 39.6 288.4

North: Kangaroo Ground - Warrandyte RoadLane 1d 728 1.4 728 1.4 1070 0.680 100 7.3 LOS A 7.9 55.6 Short 140 0.0 NALane 2 393 3.1 393 3.1 858 0.458 100 10.5 LOS B 3.7 26.3 Full 150 0.0 0.0Approach 1121 2.0 1121 2.0 0.680 8.4 LOS A 7.9 55.6

West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 246 12.6 246 12.6 525 0.469 100 10.5 LOS B 3.4 26.1 Full 350 0.0 0.0Approach 246 12.6 246 12.6 0.469 10.5 LOS B 3.4 26.1

Intersection

2113 4.2 2113 4.2 0.993 25.3 LOS C 39.6 288.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approach

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Friday, 27 May 2016 10:48:26 AMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 1 [Kangaroo Ground - Warrandyte Rd / Research -

Warrandyte Rd - PM - Roundabout]Network: N101 [Option 4a -

PM - 2 Roundabouts]

Roundabout

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

South: Kangaroo Ground - Warrandyte RoadLane 1 459 2.0 424 2.0 1510 0.281 100 4.2 LOS A 1.9 13.5 Short 30 0.0 NALane 2d 623 2.1 576 2.1 1801 0.320 100 4.1 LOS A 2.3 16.3 Full 150 0.0 0.0Approach 1082 2.0 1000N1 2.1 0.320 4.1 LOS A 2.3 16.3

North: Kangaroo Ground - Warrandyte RoadLane 1d 313 3.8 313 3.8 1167 0.268 100 4.9 LOS A 1.8 12.7 Full 500 0.0 0.0Approach 313 3.8 313 3.8 0.268 4.9 LOS A 1.8 12.7

West: Research - Warrandyte RoadLane 1d 311 2.6 311 2.6 845 0.368 100 12.7 LOS B 2.3 16.2 Full 500 0.0 0.0Approach 311 2.6 311 2.6 0.368 12.7 LOS B 2.3 16.2

Intersection

1706 2.5 1624N1 2.6 0.368 5.9 LOS A 2.3 16.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Network Data dialog (Network tab).Roundabout LOS Method: Same as Signalised Intersections.Lane LOS values are based on average delay per lane.Intersection and Approach LOS values are based on average delay for all lanes.Roundabout Capacity Model: SIDRA Standard.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

d Dominant lane on roundabout approachN1 Arrival Flow value is reduced due to capacity constraint at oversaturated upstream lanes.

SIDRA INTERSECTION 7.0 | Copyright 2000-2016 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Monday, 30 May 2016 12:27:34 PMProject: T:\1415 Jobs\146941\Analysis\146941_Kangaroo Ground - Warrandyte Road_SIDRA_160523.sip7

4:00 - 5:00pm (PM peak)

Released Under the Freedom of

Information Act 1982

Roads Corporation

LANE SUMMARYSite: 2 [Kangaroo Ground - Warrandyte Rd / Yarra St - PM -

Roundabout]Network: N101 [Option 4a -

PM - 2 Roundabouts]

Lane Use and PerformanceDemand

FlowsArrival Flows 95% Back of Queue

Cap.Deg.Satn

LaneUtil.

AverageDelay

Level ofService

LaneConfig

LaneLengt

h

Cap.Adj.

Prob.Block.

Total HV Total HV Veh Distveh/h % veh/h % veh/h v/c % sec m m % %

East: Ringwood - Warrandyte Rd (Yarra St)Lane 1d 854 3.0