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146940: Emergency Management InvestigationFinal: 31/07/2015
52
ATTACHMENT D – SIDRA ANALYSIS RESULTS
Released Under the Freedom of
Information Act 1982
Roads Corporation
NETWORK LAYOUTNetwork: Existing AM - Scenario 1
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Existing AM -Scenario 1
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Existing AM - Scenario 1
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 1:15:20 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Existing AM - Scenario 1Network: Existing AM -
Scenario 17:15 - 8:15am (AM peak)
Stop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 336 7.0 336 7.0 1741 0.193 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 204 7.0 204 7.0 1826 0.112 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 540 7.0 540 7.0 0.193 3.5 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 706 7.0 706 7.0 574 1.231 100 225.1 LOS F 104.2 773.5 Full 500 -0.5N3 19.9Lane 2 7 7.0 7 7.0 752 0.010 100 8.4 LOS A 0.0 0.3 Short 30 0.0 NAApproach 714 7.0 714 7.0 1.231 222.9 NA 104.2 773.5
West: Research - Warrandyte RoadLane 1 6 7.0 6 7.0 918 0.007 100 9.4 LOS A 0.0 0.2 Short 40 0.0 NALane 2 487 7.0 487 7.0 344 1.417 100 405.3 LOS F 99.2 736.2 Full 500 -0.5N3 17.9Approach 494 7.0 494 7.0 1.417 400.3 LOS F 99.2 736.2
Intersection 1747 7.0 1747 7.0 1.417 205.2 NA 104.2 773.5
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:11:35 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Existing AM -
Scenario 1Network: Existing AM -
Scenario 17:15 - 8:15am (AM peak)Roundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 783 8.3 783 8.3 794 0.986 100 37.7 LOS D 31.2 233.8 Full 500 0.0 0.0Approach 783 8.3 783 8.3 0.986 37.7 LOS D 31.2 233.8
North: Kangaroo Ground - Warrandyte RoadLane 1d 1137 10.0 852 10.8 995 0.857 100 16.1 LOS B 19.0 145.0 Full 170 0.0 0.5Approach 1137 10.0 852N1 10.8 0.857 16.1 LOS B 19.0 145.0
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 303 9.1 303 9.1 458 0.662 100 16.3 LOS B 6.1 45.9 Full 350 0.0 0.0Approach 303 9.1 303 9.1 0.662 16.3 LOS B 6.1 45.9
Intersection 2223 9.3 1939N1 10.6 0.986 24.9 LOS C 31.2 233.8
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:11:35 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Existing PM - Scenario 1Network: Existing PM -
Scenario 14:45 - 5:45pm (PM peak)Stop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 537 7.0 497 7.0 1741 0.285 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 673 7.0 622 7.0 1826 0.341 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 1209 7.0 1119N1 7.0 0.341 2.5 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 321 7.0 321 7.0 1788 0.180 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 8 7.0 8 7.0 305 0.028 100 16.3 LOS C 0.1 0.7 Short 30 0.0 NAApproach 329 7.0 329 7.0 0.180 0.4 NA 0.1 0.7
West: Research - Warrandyte RoadLane 1 5 7.0 5 7.0 479 0.011 100 12.9 LOS B 0.0 0.3 Short 40 0.0 NALane 2 323 7.0 323 7.0 297 1.087 100 131.6 LOS F 26.3 195.3 Full 500 0.0 0.0Approach 328 7.0 328 7.0 1.087 129.7 LOS F 26.3 195.3
Intersection 1867 7.0 1777N1 7.4 1.087 25.6 NA 26.3 195.3
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:21:04 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Existing PM -
Scenario 1Network: Existing PM -
Scenario 14:45 - 5:45pm (PM peak)Roundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1008 7.6 1008 7.6 1153 0.875 100 12.7 LOS B 16.0 119.6 Full 500 0.0 0.0Approach 1008 7.6 1008 7.6 0.875 12.7 LOS B 16.0 119.6
North: Kangaroo Ground - Warrandyte RoadLane 1d 645 10.0 618 10.1 884 0.700 100 9.5 LOS A 9.2 69.7 Full 170 0.0 0.0Approach 645 10.0 618N1 10.1 0.700 9.5 LOS A 9.2 69.7
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 586 8.0 586 8.0 453 1.296 100 297.0 LOS F 100.8 754.2 Full 350 0.0 37.2Approach 586 8.0 586 8.0 1.296 297.0 LOS F 100.8 754.2
Intersection 2240 8.4 2213N1 8.5 1.296 87.1 LOS F 100.8 754.2
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:21:04 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Existing Weekend - Scenario 1Network: Existing Weekend -
Scenario 111:45 - 12:45pm (weekend peak)Stop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 307 7.0 307 7.0 1741 0.177 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 419 7.0 419 7.0 1826 0.229 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 726 7.0 726 7.0 0.229 2.4 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 313 7.0 313 7.0 1788 0.175 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0Lane 2 6 7.0 6 7.0 582 0.011 100 10.1 LOS B 0.0 0.3 Short 30 0.0 NAApproach 319 7.0 319 7.0 0.175 0.2 NA 0.0 0.3
West: Research - Warrandyte RoadLane 1 7 7.0 7 7.0 681 0.011 100 10.4 LOS B 0.0 0.3 Short 40 0.0 NALane 2 312 7.0 312 7.0 356 0.874 100 36.9 LOS E 8.2 60.9 Full 500 0.0 0.0Approach 319 7.0 319 7.0 0.874 36.3 LOS E 8.2 60.9
Intersection 1364 7.0 1364 7.0 0.874 9.8 NA 8.2 60.9
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:29:50 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Existing
Weekend - Scenario 1Network: Existing Weekend -
Scenario 111:45 - 12:45pm (weekend peak)Roundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 757 8.5 757 8.5 928 0.816 100 12.9 LOS B 11.4 85.6 Full 500 0.0 0.0Approach 757 8.5 757 8.5 0.816 12.9 LOS B 11.4 85.6
North: Kangaroo Ground - Warrandyte RoadLane 1d 615 10.0 615 10.0 1054 0.583 100 9.4 LOS A 6.1 46.3 Full 170 0.0 0.0Approach 615 10.0 615 10.0 0.583 9.4 LOS A 6.1 46.3
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 631 8.5 631 8.5 782 0.806 100 15.0 LOS B 12.3 92.0 Full 350 0.0 0.0Approach 631 8.5 631 8.5 0.806 15.0 LOS B 12.3 92.0
Intersection 2002 8.9 2002 8.9 0.816 12.5 LOS B 12.3 92.0
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
d Dominant lane on roundabout approach
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:29:50 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 2Network: Emergency -
Scenario 2Scenario 2 : Emergency traffic volumes with existing bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 9.3 1715 0.000 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 9.3 1801 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 9.3 0.000 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 1397 0.0 1397 0.0 300 4.662 100 3312.5 LOS F 704.2 4929.1 Full 500 0.0 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 4.662 3310.0 NA 704.2 4929.1
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 1237 0.0 1237 0.0 354 3.492 100 2265.9 LOS F 566.2 3963.6 Full 500 0.0 100.0Approach 1238 0.0 1238 0.0 3.492 2263.9 LOS F 566.2 3963.6
Intersection 2638 0.0 2637N1 0.0 4.662 2817.0 NA 704.2 4929.1
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:36:30 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 2 Network: Emergency -
Scenario 2Scenario 2 : Emergency traffic volumes with existing bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 819 0.414 100 6.7 LOS A 2.5 18.6 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.414 6.7 LOS A 2.5 18.6
North: Kangaroo Ground - Warrandyte RoadLane 1d 2607 1.0 643 4.1 739 0.871 100 23.9 LOS C 19.4 140.8 Full 170 0.0 0.0Approach 2607 1.0 643N1 4.1 0.871 23.9 LOS C 19.4 140.8
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1146 0.187 100 3.9 LOS A 1.1 8.6 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.187 3.9 LOS A 1.1 8.6
Intersection 3161 2.6 1197N1 6.8 0.871 15.4 LOS B 19.4 140.8
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:36:30 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 3
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 3
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 3
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 1:20:09 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 3Network: Emergency -
Scenario 3Scenario 3 : Emergency traffic volumes with proposed bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 9.2 1716 0.000 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 9.2 1802 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 9.2 0.000 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 1397 0.0 1397 0.0 300 4.662 100 3312.5 LOS F 704.2 4929.1 Full 500 0.0 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 4.662 3310.0 NA 704.2 4929.1
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 1237 0.0 1237 0.0 354 3.492 100 2265.9 LOS F 566.2 3963.7 Full 500 0.0 100.0Approach 1238 0.0 1238 0.0 3.492 2264.0 LOS F 566.2 3963.7
Intersection 2638 0.0 2637N1 0.0 4.662 2817.0 NA 704.2 4929.1
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 3:15:15 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 3 Network: Emergency -
Scenario 3Scenario 3 : Emergency traffic volumes with proposed bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 853 0.398 100 6.6 LOS A 2.2 16.5 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.398 6.6 LOS A 2.2 16.5
North: Kangaroo Ground - Warrandyte RoadLane 1d 1633 0.0 392 0.0 551 0.711 100 14.7 LOS B 7.4 51.9 Short 140 0.0 NALane 2 975 0.0 234 0.0 531 0.441 100 12.6 LOS B 2.4 17.0 Full 170 0.0 0.0Approach 2607 0.0 626N1 0.0 0.711 13.9 LOS B 7.4 51.9
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1146 0.187 100 3.9 LOS A 1.1 8.5 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.187 3.9 LOS A 1.1 8.5
Intersection 3161 1.8 1180N1 4.7 0.711 10.0 LOS A 7.4 51.9
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 3:15:15 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 3 - Double RT
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 3 -Double RT
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 3 - Double RT
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 1:21:46 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
Information Act 1982
Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 3 - Double RTNetwork: Emergency -
Scenario 3 - Double RTScenario 3 : Emergency traffic volumes with proposed bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.3 1726 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.3 1811 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.3 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 697 0.0 697 0.0 340 2.051 100 964.0 LOS F 234.6 1642.4 Short 60 -0.4N3 NALane 2 700 0.0 700 0.0 341 2.051 100 963.8 LOS F 235.6 1648.9 Full 500 0.0 100.0Lane 3 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 2.051 963.2 NA 235.6 1648.9
West: Research - Warrandyte RoadLane 1 618 0.0 618 0.0 326 1.898 100 834.6 LOS F 196.1 1373.2 Short 40 -0.4N3 NALane 2 620 0.0 620 0.0 327 1.898 100 834.4 LOS F 193.3 1353.4 Full 500 0.0 66.48
Approach 1238 0.0 1238 0.0 1.898 834.5 LOS F 196.1 1373.2
Intersection 2638 0.0 2638 0.0 2.051 902.1 NA 235.6 1648.9
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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.N3 Capacity Adjustment due to downstream lane blockage determined by the program.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 1:49:04 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 3 -
Double RTNetwork: Emergency -
Scenario 3 - Double RTScenario 3 : Emergency traffic volumes with proposed bridge layoutConservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 661 0.512 100 9.6 LOS A 3.5 26.3 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.512 9.6 LOS A 3.5 26.3
North: Kangaroo Ground - Warrandyte RoadLane 1d 1633 0.0 798 0.0 907 0.880 100 18.9 LOS B 20.7 144.7 Full 170 0.0 0.4Lane 2 975 0.0 477 0.0 776 0.614 100 13.5 LOS B 6.0 42.0 Full 170 0.0 0.0Approach 2607 0.0 1275N1 0.0 0.880 16.8 LOS B 20.7 144.7
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1142 0.188 100 3.9 LOS A 1.2 9.0 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.2 9.0
Intersection 3161 1.8 1829N1 3.0 0.880 14.0 LOS B 20.7 144.7
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 1:49:04 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 4B
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 4B
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4B
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 5:56:08 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 4BNetwork: Emergency -
Scenario 4BScenario 4B : Emergency traffic volumes with existing bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.2 1727 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.2 1813 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.2 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 1397 0.0 1397 0.0 652 2.144 100 1040.3 LOS F 495.4 3467.5 Full 500 -0.8N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 2.144 1039.5 NA 495.4 3467.5
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 395 0.0 395 0.0 351 1.124 100 152.7 LOS F 38.8 271.9 Full 500 -0.8N3 0.0Approach 396 0.0 396 0.0 1.124 152.3 LOS F 38.8 271.9
Intersection 1796 0.0 1795N1 0.0 2.144 842.9 NA 495.4 3467.5
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:50:34 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4B Network: Emergency -
Scenario 4BScenario 4B : Emergency traffic volumes with existing bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 720 0.471 100 7.9 LOS A 3.0 22.8 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.471 7.9 LOS A 3.0 22.8
North: Kangaroo Ground - Warrandyte RoadLane 1d 1793 0.0 972 0.0 1107 0.877 100 16.6 LOS B 21.0 146.9 Full 170 0.0 0.8Approach 1793 0.0 972N1 0.0 0.877 16.6 LOS B 21.0 146.9
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1142 0.188 100 3.9 LOS A 1.2 8.9 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.2 8.9
Intersection 2346 2.4 1525N1 3.6 0.877 12.9 LOS B 21.0 146.9
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:50:34 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 4CIINetwork: Emergency -
Scenario 4CIIScenario 4CII : Emergency traffic volumes with existing bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.6 1722 0.000 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.6 1808 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.6 0.000 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 871 0.0 871 0.0 299 2.909 100 1736.3 LOS F 369.9 2589.2 Full 500 -0.1N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 872 0.0 872 0.0 2.909 1734.2 NA 369.9 2589.2
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 1237 0.0 1237 0.0 565 2.189 100 1088.9 LOS F 435.8 3050.3 Full 500 -0.1N3 100.0Approach 1238 0.0 1238 0.0 2.189 1088.0 LOS F 435.8 3050.3
Intersection 2112 0.0 2111N1 0.0 2.909 1353.9 NA 435.8 3050.3
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:54:41 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4CII Network: Emergency -
Scenario 4CIIScenario 4CII : Emergency traffic volumes with existing bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 759 0.447 100 7.2 LOS A 2.7 20.4 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.447 7.2 LOS A 2.7 20.4
North: Kangaroo Ground - Warrandyte RoadLane 1d 2108 0.0 833 0.0 954 0.873 100 18.9 LOS B 20.5 143.2 Full 170 0.0 0.1Approach 2108 0.0 833N1 0.0 0.873 18.9 LOS B 20.5 143.2
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1144 0.188 100 3.9 LOS A 1.2 8.8 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.2 8.8
Intersection 2662 2.1 1387N1 4.0 0.873 13.7 LOS B 20.5 143.2
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 11:54:41 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 5B
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 5B
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5B
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 5:58:52 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 5BNetwork: Emergency -
Scenario 5BScenario 5B : Emergency traffic volumes with proposed bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.2 1728 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.2 1813 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.2 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 1397 0.0 1397 0.0 656 2.130 100 1026.6 LOS F 492.0 3443.7 Full 500 -0.2N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 2.130 1025.8 NA 492.0 3443.7
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 395 0.0 395 0.0 353 1.117 100 146.3 LOS F 37.5 262.8 Full 500 -0.2N3 0.0Approach 396 0.0 396 0.0 1.117 145.9 LOS F 37.5 262.8
Intersection 1796 0.0 1795N1 0.0 2.130 830.8 NA 492.0 3443.7
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 1:57:03 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5B Network: Emergency -
Scenario 5BScenario 5B : Emergency traffic volumes with proposed bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 738 0.459 100 7.9 LOS A 2.8 21.0 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.459 7.9 LOS A 2.8 21.0
North: Kangaroo Ground - Warrandyte RoadLane 1d 1122 0.0 609 0.0 677 0.900 100 25.9 LOS C 20.5 143.4 Short 140 0.0 NALane 2 671 0.0 364 0.0 605 0.601 100 15.1 LOS B 5.3 37.3 Full 170 0.0 0.28
Approach 1793 0.0 973N1 0.0 0.900 21.8 LOS C 20.5 143.4
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1143 0.188 100 3.9 LOS A 1.2 8.8 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.2 8.8
Intersection 2346 2.4 1527N1 3.6 0.900 16.2 LOS B 20.5 143.4
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 1:57:03 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 5B - Double RT
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 5B -Double RT
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5B - Double RT
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 5:59:46 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
Released Under the Freedom of
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 5B - Double RTNetwork: Emergency -
Scenario 5B - Double RTScenario 5B : Emergency traffic volumes with proposed bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 7.1 1740 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 7.1 1825 0.001 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 7.1 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 697 0.0 697 0.0 660 1.056 100 78.4 LOS F 59.2 414.3 Short 60 -0.4N3 NALane 2 700 0.0 700 0.0 6631 1.056 100 76.7 LOS F 58.3 407.9 Full 500 0.0 0.0Lane 3 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 1.056 77.5 NA 59.2 414.3
West: Research - Warrandyte RoadLane 1 198 0.0 198 0.0 326 0.606 100 23.6 LOS C 3.2 22.8 Short 40 -0.4N3 NALane 2 198 0.0 198 0.0 327 0.606 100 23.4 LOS C 3.2 22.5 Full 500 0.0 0.0Approach 396 0.0 396 0.0 0.606 23.5 LOS C 3.2 22.8
Intersection 1796 0.0 1796 0.0 1.056 65.5 NA 59.2 414.3
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
1 Reduced capacity due to a short lane effect. Short lane queues may extend into the adjacent full-length lanes. Some upstream delays atentry to short lanes are not included.
N3 Capacity Adjustment due to downstream lane blockage determined by the program.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:00:01 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5B -
Double RTNetwork: Emergency -
Scenario 5B - Double RTScenario 5B : Emergency traffic volumes with proposed bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 556 0.610 100 13.2 LOS B 4.8 36.5 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.610 13.2 LOS B 4.8 36.5
North: Kangaroo Ground - Warrandyte RoadLane 1d 1122 0.0 1072 0.0 1217 0.881 100 13.8 LOS B 20.7 144.7 Full 170 0.0 0.4Lane 2 671 0.0 641 0.0 997 0.643 100 11.9 LOS B 6.7 46.7 Full 170 0.0 0.0Approach 1793 0.0 1713N1 0.0 0.881 13.1 LOS B 20.7 144.7
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1138 0.189 100 3.9 LOS A 1.2 9.3 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.189 3.9 LOS A 1.2 9.3
Intersection 2346 2.4 2267N1 2.4 0.881 12.3 LOS B 20.7 144.7
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:00:01 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
NETWORK LAYOUTNetwork: Emergency - Scenario 5CII
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 5CII
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5CII
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 6:00:49 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 5CIINetwork: Emergency -
Scenario 5CIIScenario 5CII : Emergency traffic volumes with proposed bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.6 1722 0.000 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.6 1808 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.6 0.000 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 871 0.0 871 0.0 299 2.911 100 1737.8 LOS F 370.0 2590.0 Full 500 -0.2N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 872 0.0 872 0.0 2.911 1735.7 NA 370.0 2590.0
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 1237 0.0 1237 0.0 565 2.190 100 1090.0 LOS F 436.0 3051.8 Full 500 -0.2N3 100.0Approach 1238 0.0 1238 0.0 2.190 1089.1 LOS F 436.0 3051.8
Intersection 2112 0.0 2111N1 0.0 2.911 1355.2 NA 436.0 3051.8
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:02:10 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5CII Network: Emergency -
Scenario 5CIIScenario 5CII : Emergency traffic volumes with proposed bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 779 0.435 100 7.2 LOS A 2.5 18.8 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.435 7.2 LOS A 2.5 18.8
North: Kangaroo Ground - Warrandyte RoadLane 1d 1320 0.0 521 0.0 567 0.919 100 31.5 LOS C 20.5 143.5 Short 140 0.0 NALane 2 788 0.0 311 0.0 536 0.581 100 14.9 LOS B 4.3 30.4 Full 170 0.0 0.28
Approach 2108 0.0 832N1 0.0 0.919 25.3 LOS C 20.5 143.5
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1144 0.188 100 3.9 LOS A 1.1 8.7 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.1 8.7
Intersection 2662 2.1 1386N1 4.0 0.919 17.5 LOS B 20.5 143.5
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:02:10 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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NETWORK LAYOUTNetwork: Emergency - Scenario 5CII- Double RT
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 5CII- Double RT
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5CII - Double RT
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Thursday, 9 July 2015 6:02:07 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Research - Warrandyte
Rd - Scenario 5CII - Double RTNetwork: Emergency -
Scenario 5CII- Double RTScenario 5CII : Emergency traffic volumes with proposed bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 7.6 1735 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 7.6 1820 0.001 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 7.6 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 435 0.0 435 0.0 341 1.276 100 273.3 LOS F 69.4 485.8 Short 60 -0.1N3 NALane 2 435 0.0 435 0.0 341 1.276 100 273.2 LOS F 69.5 486.2 Full 500 0.0 4.2Lane 3 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 872 0.0 872 0.0 1.276 272.9 NA 69.5 486.2
West: Research - Warrandyte RoadLane 1 619 0.0 619 0.0 495 1.249 100 249.9 LOS F 94.7 662.7 Short 40 -0.1N3 NALane 2 619 0.0 619 0.0 496 1.249 100 249.8 LOS F 91.7 641.7 Full 500 0.0 14.08
Approach 1238 0.0 1238 0.0 1.249 249.8 LOS F 94.7 662.7
Intersection 2112 0.0 2111N1 0.0 1.276 259.1 NA 94.7 662.7
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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.N3 Capacity Adjustment due to downstream lane blockage determined by the program.
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:09:05 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
LANE SUMMARYSite: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 5CII
- Double RTNetwork: Emergency -
Scenario 5CII- Double RTScenario 5CII : Emergency traffic volumes with proposed bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 578 0.587 100 12.3 LOS B 4.5 34.0 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.587 12.3 LOS B 4.5 34.0
North: Kangaroo Ground - Warrandyte RoadLane 1d 1320 0.0 1015 0.0 1157 0.878 100 14.4 LOS B 20.4 143.0 Full 170 0.0 0.1Lane 2 788 0.0 607 0.0 955 0.635 100 12.1 LOS B 6.5 45.3 Full 170 0.0 0.0Approach 2108 0.0 1622N1 0.0 0.878 13.6 LOS B 20.4 143.0
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1139 0.188 100 3.9 LOS A 1.2 9.2 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.2 9.2
Intersection 2662 2.1 2176N1 2.5 0.878 12.4 LOS B 20.4 143.0
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Tuesday, 7 July 2015 2:09:05 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_150702.sip6
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Roads Corporation
146940: Emergency Management InvestigationFinal: 31/07/2015
ATTACHMENT E – MINIMISING IMPACT ON DOWNSTREAM INTERSECTIONS - SIDRA ANALYSIS RESULTS
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NETWORK LAYOUTNetwork: Emergency - Scenario 4B - Alteration
New Network
SITES IN NETWORKSite ID Site Name
1 Kangaroo Ground - Warrandyte Rd / Research - Warrandyte Rd - Scenario 4B -REVISED
1 Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4B - REVISED
SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Created: Friday, 31 July 2015 1:20:14 PMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_REVISED_150716.sip6
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Roads Corporation
LANE SUMMARYNetwork: Emergency -
Scenario 4B - AlterationScenario 4B : Emergency traffic volumes with existing bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.2 1728 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.2 1813 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.2 0.001 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 1397 0.0 1397 0.0 651 2.144 100 1040.4 LOS F 495.4 3467.7 Full 500 -0.8N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 1398 0.0 1398 0.0 2.144 1039.6 NA 495.4 3467.7
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 395 0.0 395 0.0 351 1.124 100 152.7 LOS F 38.9 272.0 Full 500 -0.8N3 0.0Approach 396 0.0 396 0.0 1.124 152.3 LOS F 38.9 272.0
Intersection 1796 0.0 1795N1 0.0 2.144 843.0 NA 495.4 3467.7
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Thursday, 16 July 2015 8:56:32 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_REVISED_150716.sip6
Site: Kangaroo Ground - Warrandyte Rd / Research - WarrandyteRd - Scenario 4B
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Roads Corporation
LANE SUMMARYNetwork: Emergency -
Scenario 4B - AlterationScenario 4B : Emergency traffic volumes with existing bridge layout.800vph utilising Bridge B.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 1313 0.258 100 4.9 LOS A 1.1 8.6 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.258 4.9 LOS A 1.1 8.6
North: Kangaroo Ground - Warrandyte RoadLane 1d 1794 0.0 973 0.0 1108 0.878 100 15.2 LOS B 21.0 146.9 Full 170 0.0 0.8Approach 1794 0.0 973N1 0.0 0.878 15.2 LOS B 21.0 146.9
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1146 0.187 100 3.9 LOS A 1.0 7.6 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.187 3.9 LOS A 1.0 7.6
Intersection 2347 2.4 1526N1 3.6 0.878 11.3 LOS B 21.0 146.9
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Thursday, 16 July 2015 8:56:32 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_REVISED_150716.sip6
Site: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4B
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Roads Corporation
LANE SUMMARYNetwork: Emergency -
Scenario 4CII - AlterationScenario 4CII : Emergency traffic volumes with existing bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedStop (Two-Way)
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 1 7.0 1 8.6 1723 0.000 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NALane 2 1 7.0 1 8.6 1808 0.000 100 0.0 LOS A 0.0 0.0 Full 170 0.0 0.0Approach 2 7.0 2 8.6 0.000 2.8 NA 0.0 0.0
North: Kangaroo Ground - Warrandyte RoadLane 1 871 0.0 871 0.0 297 2.932 100 1757.3 LOS F 371.5 2600.3 Full 500 -0.9N3 100.0Lane 2 1 7.0 1 7.0 1389 0.001 100 5.6 LOS A 0.0 0.0 Short 30 0.0 NAApproach 872 0.0 872 0.0 2.932 1755.2 NA 371.5 2600.3
West: Research - Warrandyte RoadLane 1 1 7.0 1 7.0 1158 0.001 100 8.3 LOS A 0.0 0.0 Short 40 0.0 NALane 2 1237 0.0 1237 0.0 561 2.206 100 1104.9 LOS F 438.7 3071.2 Full 500 -0.9N3 100.0Approach 1238 0.0 1238 0.0 2.206 1103.9 LOS F 438.7 3071.2
Intersection 2112 0.0 2111N1 0.0 2.932 1371.9 NA 438.7 3071.2
Level of Service (LOS) Method: Delay (HCM 2000).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 not agood 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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Thursday, 16 July 2015 9:03:03 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_REVISED_150716.sip6
Site: Kangaroo Ground - Warrandyte Rd / Research - WarrandyteRd - Scenario 4CII
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Roads Corporation
LANE SUMMARYNetwork: Emergency -
Scenario 4CII - AlterationScenario 4CII : Emergency traffic volumes with existing bridge layout.500vph utilising Bridge CII.Conservatively the worst peak (AM peak) through traffic volumes along Yarra St have been utilisedRoundabout
Lane Use and PerformanceDemand
FlowsArrival Flows 95% Back of Queue
Cap.Deg.Satn
LaneUtil.
AverageDelay
Level ofService
LaneConfig
LaneLength
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 339 10.0 339 10.0 384 0.882 100 35.6 LOS D 11.3 85.9 Full 500 0.0 0.0Approach 339 10.0 339 10.0 0.882 35.6 LOS D 11.3 85.9
North: Kangaroo Ground - Warrandyte RoadLane 1d 2109 0.0 847 0.0 965 0.878 100 21.5 LOS C 21.0 147.3 Full 170 0.0 0.9Approach 2109 0.0 847N1 0.0 0.878 21.5 LOS C 21.0 147.3
West: Heidelberg - Warrandyte Rd (Yarra St)Lane 1d 215 10.0 215 10.0 1142 0.188 100 3.9 LOS A 1.3 9.6 Full 350 0.0 0.0Approach 215 10.0 215 10.0 0.188 3.9 LOS A 1.3 9.6
Intersection 2663 2.1 1401N1 4.0 0.882 22.2 LOS C 21.0 147.3
Level of Service (LOS) Method: Delay (HCM 2000).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 (Akçelik 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 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFICWORKS PTY LTD | Processed: Thursday, 16 July 2015 9:03:03 AMProject: T:\1415 Jobs\146940\Analysis\146940 Kangaroo Groung - Warrandyte Rd_REVISED_150716.sip6
Site: Kangaroo Ground - Warrandyte Rd / Yarra St - Scenario 4CII
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Roads Corporation
