{"text_format":"1","workbook":"xlsx","n_sheets":4,"sheets":["Lists","Version","Base","Proposed"],"not_rendered":{"charts":0,"images":1,"macros":1,"external_links":0,"defined_names":6,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Lists","index":0,"n_rows":10,"n_cols":4,"rows_kept":10,"cut":false,"hidden":true,"merged":[]}
[]
[]
[]
[]
[null,"Modeller","Auditor","ProModeller"]
[null,"TBC","TBC","TBC"]
[null,"As recommended","Info required","As Base"]
[null,"Modified","Pass","As proposed"]
[null,"NA","Fail","NA"]
[null,null,"NA"]

{"sheet":"Version","index":1,"n_rows":6,"n_cols":6,"rows_kept":6,"cut":false,"hidden":false,"merged":[]}
[null,"Document Control"]
[]
[null,"Version number","Date","Author/Editor","Nature of Amendment","TRIM Reference"]
[null,"1.0","Sept 2018","OMV - HL","First Release","D17#485260"]
[null,"2.0","2021-01-01","OMV - HL","Second Release","D20#1074325"]
[null,"2.1","2021-03-01","OMV - HL","Add Column re-formatted","D20#1074325"]

{"sheet":"Base","index":2,"n_rows":179,"n_cols":7,"rows_kept":179,"cut":false,"hidden":false,"merged":[[172,4,172,6],[178,1,178,6],[151,4,151,6],[158,4,158,6],[161,4,161,6],[164,4,164,6],[167,4,167,6],[12,4,12,6],[27,4,27,6],[33,4,33,6],[35,4,35,6],[38,4,38,6],[119,4,119,6],[51,4,51,6],[43,4,43,6],[59,4,59,6],[66,4,66,6],[98,4,98,6],[93,4,93,6],[123,4,123,6],[132,4,132,6],[0,1,0,4],[1,2,1,4],[8,2,8,4],[9,2,9,4],[2,2,2,4],[3,2,3,4],[4,2,4,4],[5,2,5,4],[6,2,6,4],[7,2,7,4],[75,4,75,6],[81,4,81,6],[121,4,121,6],[110,4,110,6]]}
[null,"LinSig Base Model Audit Checklist (Ver 2.1)"]
[null,"Project Information",{"$f":"IF(C4=\"\",\"\",C4)","v":""}]
[null,"Project"]
[null,"Model Name"]
[null,"Intersection Name"]
[null,"Intersection Number"]
[null,"Applicant (Name & Organisation / MRWA Team)"]
[null,"Modeller (Name & Consultancy / MRWA Team)"]
[null,"Auditing Process Coordinator (Name & MRWA Team)"]
[null,"Model Auditor (Name & MRWA Team)"]
[]
[null,"Base Model Checks","Modeller","Model Auditor","Location in LinSig software","Location in Model Audit View","General LinSig Model Criteria\n(relevant section in Main Roads' Operational Modelling Guidelines v2)"]
[null,"Supply Information - for all intersections",{"$f":"IF((COUNTIF(Table4[Column2],\"\")+COUNTIF(Table4[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table4[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table4[Column4],\"info required\")+COUNTIF(Table4[Column4],\"TBC\")+COUNTIF(Table4[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Electronic version of base model(s)","TBC","TBC"]
[null,"Approved Modelling Instruction Form","TBC","TBC"]
[null,"Traffic survey data","TBC","TBC"]
[null,"Site observations notes","TBC","TBC"]
[null,"SCATS history files","TBC","TBC"]
[null,"SCATS traffic flows","TBC","TBC"]
[null,"Existing drawings (e.g. LM drawings and SCATS graphics)","TBC","TBC"]
[null,"Peak hour estimation spreadsheet","TBC","TBC"]
[null,"PCU calculation spreadsheet","TBC","TBC"]
[null,"Saturation flow factor spreadsheet","TBC","TBC"]
[null,"Average signal timings spreadsheet","TBC","TBC"]
[null,"Existing drawings with measurements marked up (e.g. lane lengths and radii for RR67)","TBC","TBC"]
[null,"Other input data","TBC","TBC"]
[null,"Base modelling calibration and validation report","TBC","TBC"]
[null,"Program Settings",{"$f":"IF((COUNTIF(Table5[Column2],\"\")+COUNTIF(Table5[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table5[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table5[Column4],\"info required\")+COUNTIF(Table5[Column4],\"TBC\")+COUNTIF(Table5[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Default lane start displacement updated to 3s","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excl exit bottlenecks) > Start Displacement (s)","Should be changed from default 2s to 3s. (3.2.1)"]
[null,"Default lane end displacement set as default 3s","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excl exit bottlenecks) > End Displacement (s)","Should be left as default 3s (3.3.11)"]
[null,"Default PCU length updated to 7.35m","TBC","TBC","Network > Network Settings","LinSig Network > PCU Length (m)","Should be changed from default 5.75m to 7.35m. (3.2.2)"]
[null,"Use SCATS based terminology setting","TBC","TBC","File > Program Settings, OR\nStatus Bar","-","Should be selected (3.2.3)"]
[null,"Use Separate Capacities for Long and Short Lanes setting","TBC","TBC","Network > Network Settings","-","Should be selected (3.2.4)"]
[null,"Network Information",{"$f":"IF((COUNTIF(Table6[Column2],\"\")+COUNTIF(Table6[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table6[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table6[Column4],\"info required\")+COUNTIF(Table6[Column4],\"TBC\")+COUNTIF(Table6[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Network Information window","TBC","TBC","Network > Network Information","-","Relevant information populated (3.3.1) "]
[null,"Junction Information",{"$f":"IF((COUNTIF(Table8[Column2],\"\")+COUNTIF(Table8[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table8[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table8[Column4],\"info required\")+COUNTIF(Table8[Column4],\"TBC\")+COUNTIF(Table8[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Edit Junction window","TBC","TBC","Network Layout View > (double click yellow box)","-","Relevant information populated (3.3.2)"]
[null,"Signal controller selected to each intersection","TBC","TBC","Network Layout View > (double click yellow box)","-","Appropriate signal controller (C1, C2 etc.) should match the relevant intersection (3.3.2)"]
[null,"Arms",{"$f":"IF((COUNTIF(Table9[Column2],\"\")+COUNTIF(Table9[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table9[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table9[Column4],\"info required\")+COUNTIF(Table9[Column4],\"TBC\")+COUNTIF(Table9[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Traffic arms layout","TBC","TBC","Network Layout View","-","The modelled arm layout should match with the site layout, \ni.e. northern arm located on the northern side of intersection (3.3.4, 3.3.5)"]
[null,"Traffic arm numbering","TBC","TBC","Network Layout View","-","Arm 1 corresponds with approach containing SCATS loop 1 and follow the same convention for subsequent arms, usually anti-clockwise (3.3.4, 3.3.5)"]
[null,"Traffic arm name labelling","TBC","TBC","Network Layout View","Lane Data (excl exit bottlenecks) > Arm Name","Should contain clear labelling for each lane, e.g. 'Leach Hwy EB' (3.3.4)"]
[null,"Arms set up for network modelling","TBC","TBC","Network Layout View","-","Interchanges: do not require separate entry and exit arms for the internal approach (3.3.5.1)\nMultiple intersections: should have separate entry and exit arms for each intersection (3.3.5.2)\nSide roads for flow balancing: do not require separate entry and exit arms for the internal approach, but the side roads arms should be added. (3.3.5.3)"]
[null,"Lane Data",{"$f":"IF((COUNTIF(Table10[Column2],\"\")+COUNTIF(Table10[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table10[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table10[Column4],\"info required\")+COUNTIF(Table10[Column4],\"TBC\")+COUNTIF(Table10[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Lane layout","TBC","TBC","Network Layout View","-","The number of lanes should match with the site layout (3.3.4)"]
[null,"Use of short lanes","TBC","TBC","Network Layout View","-","The use of short lanes should be appropriate to the site conditions, taken into account of the software limitations. Assumptions should be provided in modelling report and Notes in LinSig (3.3.6)"]
[null,"Long lanes' lane lengths (entry and exit lanes)","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","Can be left as default (60 PCU) (3.3.7.1)"]
[null,"Long lanes' lane lengths (internal lanes in network modelling)","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","The combined lane lengths of the internal lanes should be consistent with the distance between stop lines of intersections. This is critical if cruise speed is applied in connectors (3.3.7.2)"]
[null,"Short lanes' physical lane lengths","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","Short lane pocket lengths should be consistent with plans / maps. Measured up to taper width approximately 2m (3.3.7.3)"]
[null,"Custom Occupancy","TBC","TBC","(double click lane) Edit Lane > Lane Details > Custom Occupancy","-","Enable Custom Occupancy should not be used unless justifiable. (3.3.7.4)"]
[null,"Entry Lane Cruise Time/Speed (entry lanes only)","TBC","TBC","(double click lane) Edit Lane > Entry Lane Cruise Time/Speed","-","Leave blank as default (3.3.8)"]
[null,"Saturation Flows",{"$f":"IF((COUNTIF(Table11[Column2],\"\")+COUNTIF(Table11[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table11[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table11[Column4],\"info required\")+COUNTIF(Table11[Column4],\"TBC\")+COUNTIF(Table11[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Saturation flow determination method","TBC","TBC","Modelling report","-","Determination methods, such as measured on site, use of RR67 with a local factor, or use of RR67 etc., should be discussed in modelling report. \nSaturation flows of the critical lane(s) of each approach should be measured on-site.\nJustifications provided if site measurements have not been undertaken or not possible (AppB)"]
[null,"On-site measurements","TBC","TBC","Modelling report and on-site measurement raw data","-","Raw data to be reviewed for the measurement methods, individual samples meet the measurement requirements, outliers removed. (B.5)\nResultant saturation flow values should be logical for the study area.  "]
[null,"Geometric calculated lane saturation flow: Lane widths, Gradients, Treat as nearside, Turning radii","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Geometry","RR67 Sat Flow Input Data","Enter as per supplied drawings from modeller, with mark up indicating how the geometric parameters were measured. (3.3.9.2, B.6)"]
[null,"RR67 local factor","TBC","TBC","Modelling report","-","Local factors should be determined and incorporated in the saturation flow calculations. (3.3.9.4, B.7)"]
[null,"Saturation flow applied to lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Sat Flow","Lane Data (excluding exit bottlenecks) > Saturation Flow (PCU/Hr)","The values / geometric measurements should be entered to the relevant lanes."]
[null,"Saturation flow at interchanges","TBC","TBC","Modelling report","-","The assumptions made should be logical. (3.3.9.5)"]
[null,"Saturation flow set as 'unconstrained' for exit lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Sat Flow","Lane Data (exit bottlenecks only) > Saturation Flow (PCU/Hr)","Should be set to 'unconstrained' / 'Inf' for all exit lanes, including the internal exit lanes within a network model. Justifications should be provided if a value is required for the internal exit lanes. (3.3.9.3)"]
[null,"Multi Lanes",{"$f":"IF((COUNTIF(Table12[Column2],\"\")+COUNTIF(Table12[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table12[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table12[Column4],\"info required\")+COUNTIF(Table12[Column4],\"TBC\")+COUNTIF(Table12[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Multiple long lanes setup","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Multiple Lane Representation","Lane Data > Multi-lane?  OR\nMulti-Lanes > Number of Long Lanes","Should not be used. If used, the number of lanes should represent the site layout. (3.3.10.1)"]
[null,"Multiple short lanes setup","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Multiple Lane Representation","Lane Data > Multi-lane?  OR\nMulti-Lanes > Number of Long Lanes","Justifications should be provided. If used, the number of lanes should represent the site layout. (3.3.10.2)"]
[null,"Multi lanes' lane lengths","TBC","TBC","(double click lane) Edit Lane > Lane Details  OR\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","For short lanes and internal long lanes: the length represents the average of the multiple short lanes. (3.3.10)\nEntry and exit lanes can be left as default 60 PCU."]
[null,"Saturation flows applied for multi long lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data","Lane Data (excl exit bottlenecks) > Saturation Flow (PCU/Hr)  OR\nMulti-Lanes > Sat Flow","One value combining the saturation flow of all lanes. (3.3.10)"]
[null,"Multi flares setup using Enable Flared Saturation Flows function","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Enable Flared Saturation Flows","Multi-Lanes > Flares?","Usually not used. This method is only used if there are multiple short lanes with the same destination and operating under the same SGroup as the associated long lane. (3.3.10.2)"]
[null,"Saturation flows and effective flare lengths for multi flares","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Enable Flared Saturation Flows","Multi-Lanes > Flare Sat Flow\nMulti-Lanes > Flare Usage","Applicable only if above has been set up. The saturation flow and effective flare lengths need to be entered for each lane and each scenario."]
[null,"Connectors",{"$f":"IF((COUNTIF(Table13[Column2],\"\")+COUNTIF(Table13[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table13[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table13[Column4],\"info required\")+COUNTIF(Table13[Column4],\"TBC\")+COUNTIF(Table13[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Connectors setup","TBC","TBC","Network Layout View","-","The turning arrows should correspond to the site layout. (3.3.12)"]
[null,"Weaving connectors, setup only if necessary","TBC","TBC","Network Layout View","-","Generally avoided. Should only be set up if there are legitimate lane changes between intersections. Should not set up within an intersection. Should not set up criss-cross connectors. Should not result in unrealistic weaving routes across the network. (3.3.12.2)"]
[null,"Mean cruise time or speed","TBC","TBC","(double click connector) Edit Lane Connector > General,  or\nIn text format, set up Modelled Mean Cruise Time or Speed under the connector display","Connector Data > Cruise speed (km / Hr)","Isolated intersection: leave blank. (3.3.12.3.1)\nNetwork modelling: total cruise time same as non-delayed travel time between stop lines, or mean cruise speed based on posted speed limit. (3.3.12.3.2)\nTurning Connectors: consider reducing cruise time / speed if appropriate (3.3.12.3.3)"]
[null,"Custom lane lengths","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Custom Length (m)","Should be left unchecked unless justified. (3.3.12.4)"]
[null,"Delay-based assignment cruise time weighting","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Assignment Cruise Time Weighting (s)","Leave as default value of 0 unless justified. (3.3.12.5, 3.4.6)"]
[null,"Mean bus stopped time and Bus speed","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Bus dwell time (s)\nConnector Data > Bus speed (km / hr)","Usually acceptable to leave as default 0 and blank respectively.\nIf it has been observed on site that the bus speed is significantly different from general traffic and the dwell times have an influence on the journey time, then the values can be modified. (3.3.12.6)"]
[null,"Platoon dispersion","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Platoon dispersion enabled\nConnector Data > Platoon dispersion coefficient","Should be left as default coefficient of 35 unless justified. (3.3.12.7)"]
[null,"Overrides","TBC","TBC","(double click connector) Edit Lane Connector > Overrides","Connector Data ","Should be left blank as default unless justified. (3.3.12.8)"]
[null,"Pedestrian Links and Connectors",{"$f":"IF((COUNTIF(Table14[Column2],\"\")+COUNTIF(Table14[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table14[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table14[Column4],\"info required\")+COUNTIF(Table14[Column4],\"TBC\")+COUNTIF(Table14[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Signal pedestrian links","TBC","TBC","Network Layout View","-","Pedestrian links and connectors should be set up for pedestrian related schemes. \nThe ped link numbers should follow the same order as the SGroup numbers. (3.3.14)"]
[null,"Associated Junction","TBC","TBC","(double click pedestrian link) Associated Junction","-","The pedestrian links should be linked to the relevant intersection. (3.3.14)"]
[null,"Crossing time","TBC","TBC","(double click pedestrian link) Crossing Time","-","Estimated based on 1.2m/s walking speed. (3.3.14)"]
[null,"Crossing type","TBC","TBC","(double click pedestrian link) Crossing Type","-","Leave as 'unspecified' (3.3.14)"]
[null,"Mean walk time between crossings","TBC","TBC","(double click pedestrian connector)","-","Estimated based on 1.2m/s walking speed. (3.3.14)"]
[null,"Give Way",{"$f":"IF((COUNTIF(Table2330[Column2],\"\")+COUNTIF(Table2330[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2330[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2330[Column4],\"info required\")+COUNTIF(Table2330[Column4],\"TBC\")+COUNTIF(Table2330[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Give way/filter lanes setup","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x),  or\nNetwork Layout View - visual checks of the lane numbers and connectors","Give-Way Behaviour > Give-way controlled?","Should be set up as per the site layout. (3.6)"]
[null,"Movement give way data: Maximum flow while giving way","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Max flow while giving way","Left turn slip: 715 \nSignal opposed right turn lane: 1439. \nOther values may be acceptable but should be justified with evidence. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Minimum flow while giving way","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Min flow while giving way","Default 0 should be used.  Other values may be acceptable but should be justified with evidence. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, lanes setup","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x), or \nNetwork Layout View - visual checks of the selected opposed lanes","Give-Way Behaviour > Opposing Movement","All relevant opposing lanes should be included. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, coefficient","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Slope coefficient","Left turn slip: 0.22\nSignal opposed right turn lane: 1.09\nOther values may be acceptable but should be justified with evidence. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, clear conflict","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Clear Conflict","To be reviewed and updated if necessary. (3.6.4)"]
[null,"Movement give way data: Opposing lanes, movements","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","-","Only relevant opposing movements should be selected. Non conflicted movements should be de-selected. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Flow when opposing traffic is stopped","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Flow when opposing traffic stopped","Left turn slip: maximum flow while giving way\nSignal opposed right turn lane: use lane saturation flow. \nOther selections may be acceptable but should be justified with evidence. (3.6.1, 3.6.2)"]
[null,"Storage in front of stop line","TBC","TBC","(double click lane) Edit Lane > Storage in front of Stopline","Storage In Front Of Stopline > Right-turn storage in front of stop line (PCU), Max turners in intergreen (PCU)","Should be updated based on site observations, driving behaviour and local driving rules, usually up to 1PCU. Software default values of 2 PCU should not be used unless justified. (3.6.5)"]
[null,"Right Turn Factors","TBC","TBC","(double click lane) Edit Lane > Storage in front of Stopline","Storage In Front Of Stopline > Right Turn Move Up (s), Right Turn Factor","Should be left as software default (Right turn move up 2s, right turn factor 0.5) unless justified. (3.6.5)"]
[null,"Non-blocking storage for mixed give way and non give way lanes","TBC","TBC","(double click lane) Edit Lane > Non-blocking Storage","Storage In Front Of Stopline > Non-blocking storage (PCU)","Should be updated based on site observations, driving behaviour and local driving rules. Software default value of 2 PCU should not be used unless justified. (3.6.6)"]
[null,"Controllers",{"$f":"IF((COUNTIF(Table15[Column2],\"\")+COUNTIF(Table15[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table15[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table15[Column4],\"info required\")+COUNTIF(Table15[Column4],\"TBC\")+COUNTIF(Table15[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Controller Name","TBC","TBC","Controllers > Controller List View > Edit Controller","Controller Data > Controller name","Intersection name (3.5.1)"]
[null,"SCN","TBC","TBC","Controllers > Controller List View > Edit Controller","Controller Data > SCN","Added as per TCS site number. (3.5.1)"]
[null,"Controller Set","TBC","TBC","Controllers > Controller List View > Edit Controller","-","Isolated intersection: Default Controller Set (3.5.1)\nNetwork modelling: should be grouped under the same controller set if the intersections are linked and operated under the same cycle time. (3.5.2)"]
[null,"SCATS Daisy Chain Offset Master","TBC","TBC","Controllers > Controller List View > Edit Controller","-","Set as 'none'. (3.5.1)"]
[null,"Signal Groups (SGroups)",{"$f":"IF((COUNTIF(Table16[Column2],\"\")+COUNTIF(Table16[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table16[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table16[Column4],\"info required\")+COUNTIF(Table16[Column4],\"TBC\")+COUNTIF(Table16[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Signal group diagram","TBC","TBC","Controllers > SGroup View, or SGroup Data View","-","The directions of the SGroup arrows should be consistent with the site layout. (3.5.3)"]
[null,"Signal group numbers","TBC","TBC","Controllers > SGroup View, or SGroup Data View","SGroup Data > SGroup","Traffic signal group numbers should be the same as SCATS set up. \nPedestrian signal groups numbers should be provided after traffic signal group numbers, in the same order as SCATS (3.5.3)"]
[null,"SGroups type","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or\nControllers > SGroup Data View > SGroup Type","SGroup Data > SGroup Type","Only Traffic (black arrows) or Pedestrian (blue double arrows) should be used.  Non-UK Arrows should not be used. (3.5.3, 3.5.5.1.1, 3.5.5.2.1)"]
[null,"Traffic SGroups: Minimum green","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Min","SGroup Data > SGroup Minimum (s)","Values are required if the SGroup has late start or pedestrian protection period. \nOtherwise can be left 0. (3.5.3.1)"]
[null,"Traffic SGroups: Pedestrian protection coded to relevant traffic signal group","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Ped Protection Type & Ped Protection Time","SGroup Data > Ped Prot. type\nSGroup Data > Ped Prot. time\nSGroup Data > Protected Ped SGroup","If required, 'Timed for part of the Walk interval' or 'Full protection during Walk and Clearance intervals' should be used. Timed protection (s) period should be entered. Relevant protected pedestrian SGroup should be selected (3.5.3.3)"]
[null,"Pedestrian SGroups: Walk time","TBC","TBC","Controllers > SGroup View > (double click blue SGroup arrow),   or \nControllers > SGroup Data View > Ped Walk Time","SGroup Data > Ped Walk Time","Walk time should be the same as SCATS set up. \nIf there is a pedestrian Delay time, this value should be added to the Walk time (3.5.3.2)"]
[null,"Pedestrian SGroups: Clearance 1 and 2","TBC","TBC","Controllers > SGroup View > (double click blue SGroup arrow),   or \nControllers > SGroup Data View > Ped Clearance 1 & 2","SGroup Data > Ped Clearance 1\nSGroup Data > Ped Clearance 2","Clearance 1 and 2 should be the same as SCATS set up. (3.5.3.2)"]
[null,"Pedestrian SGroups: Walk for green","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Ped Walk For Green","SGroup Data > Ped Walk For Green","Walk for green should not be used. (3.5.3.2)"]
[null,"Traffic SGroups applied to traffic lanes","TBC","TBC","(double click lane) Edit Lane > General,  or\nNetwork > Lane Grid Data View,  or\nIn text format, select SGroups","Lane Data (excluding exit bottlenecks) > Controlling SGroup(s)","SGroups should be applied to the relevant traffic lane under Full Green SGroup.  Arrow SGroup should not be used."]
[null,"Pedestrian SGroups applied to pedestrian links","TBC","TBC","(double click pedestrian link) Controlling SGroup, or \nIn text format, select SGroups","-","Pedestrian SGroups should be applied to the relevant pedestrian link."]
[null,"SGroup Conflict Matrix","TBC","TBC","Controllers > SGroup Conflict Matrix View","SGroup Conflicts","The use of this function is optional. If used, filtered signal groups should not be selected as conflicted (3.5.4)"]
[null,"Signal Phases",{"$f":"IF((COUNTIF(Table18[Column2],\"\")+COUNTIF(Table18[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table18[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table18[Column4],\"info required\")+COUNTIF(Table18[Column4],\"TBC\")+COUNTIF(Table18[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Phases and alternative phases","TBC","TBC","Controllers > Phase View","Phase Data > Green SGroups","All phases should  match with SCATS set up. All phases should be modelled, including those do not operate but are in the SCATS system. (3.5.6, 3.5.6.1)"]
[null,"Late start ","TBC","TBC","Controllers > Phase View > Edit,  or\nPhase View - the first value at the bottom of each phase","Phase Data > Late Start","Late start value should match with SCATS set up. (3.5.6.2)"]
[null,"Late start applied to the appropriate SGroup","TBC","TBC","Controllers > Phase View > Edit,  or\nSignal Timings View - shaded blue area at the start of phase","Phase Data > SGroup using Late Start","The signal groups that start later should be selected, as per SCATS set up / Phase Sequence Chart (3.5.6.2)"]
[null,"Minimum green ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the second value at the bottom of each phase","Phase Data > Minimum Green","Minimum green should match with SCATS set up. (3.5.6)"]
[null,"Early cut-off green ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the third value at the bottom of each phase","Phase Data > ECO Green","Early cut off value should match with SCATS set up. (3.5.6.3)"]
[null,"Early cut-off green applied to the appropriate SGroup","TBC","TBC","Controllers > Phase View > Edit,  or\nSignal Timings View - shaded blue area at the end of phase","Phase Data > SGroup using ECO Green","The signal groups that has longer green time should be selected, as per SCATS set up. If ECO is used for Advance Warning Flashing Signals, the associated signal groups with  should also be selected. (3.5.6.3)"]
[null,"Yellow and all-red ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the fourth value at the bottom of each phase","Phase Data > Yellow+AllRed","Yellow and all-red should match with SCATS set up, should be combined as a single value. If 0.5, should be rounded up (3.5.6)"]
[null,"Phase overlaps","TBC","TBC","Controllers > Phase Overlaps View","-","If there is a signal drop off (back to yellow+red) between consecutive phases, the overlap setting for the relevant signal group should be set to No in the relevant phase transition. (3.5.10)"]
[null,"Phase Sequence",{"$f":"IF((COUNTIF(Table19[Column2],\"\")+COUNTIF(Table19[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table19[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table19[Column4],\"info required\")+COUNTIF(Table19[Column4],\"TBC\")+COUNTIF(Table19[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Phase sequence","TBC","TBC","Phase Sequences > Phase Sequence View","Phase Sequence Data > Phase Sequence (for the active scenario only)","Each phase sequence should be setup correctly with a clear name. The sequences need to be checked for each signal controller (3.5.7)"]
[null,"Network Control Plans",{"$f":"IF((COUNTIF(Table20[Column2],\"\")+COUNTIF(Table20[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table20[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table20[Column4],\"info required\")+COUNTIF(Table20[Column4],\"TBC\")+COUNTIF(Table20[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Network control plan","TBC","TBC","Network Control > Network Control Plans View","Phase Sequence Data > Phase Sequence (for the active scenario only)","Each Network Control Plan, check the correct phase sequence is assigned to each controller. The network control plan names should be clearly labelled. (3.5.8)"]
[null,"Signal Timings",{"$f":"IF((COUNTIF(Table21[Column2],\"\")+COUNTIF(Table21[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table21[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table21[Column4],\"info required\")+COUNTIF(Table21[Column4],\"TBC\")+COUNTIF(Table21[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Base model phase length and cycle time calculations","TBC","TBC","Modelling report","-","Calculations should be based on SCATS history data. (3.5.10)\nTakes into consideration of common cycle time in a network model, if required. (3.5.10.1)"]
[null,"Base AM peak phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Phase lengths should be consistent with SCATS history calculations. (3.5.10)"]
[null,"Base AM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","In a network model, the offsets between intersections should be based on SCATS setup. (3.5.14)"]
[null,"Base PM peak phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Phase lengths should be consistent with SCATS history calculations. (3.5.10)"]
[null,"Base PM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","In a network model, the offsets between intersections should be based on SCATS setup. (3.5.14)"]
[null,"Base other peak phase splits and cycle time (if required)","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Phase lengths should be consistent with SCATS history calculations. (3.5.10)"]
[null,"Base other peak offsets (if required)","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","In a network model, the offsets between intersections should be based on SCATS setup. (3.5.14)"]
[null,"Lock offsets function, if required (network modelling only)","TBC","TBC","Phase Sequences > Signal Timings View","-","If the fixed offset relationship needs to be retained in the proposed models, the use of the locking function should be used. (3.5.14)"]
[null,"Traffic Flows",{"$f":"IF((COUNTIF(Table24[Column2],\"\")+COUNTIF(Table24[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table24[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table24[Column4],\"info required\")+COUNTIF(Table24[Column4],\"TBC\")+COUNTIF(Table24[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Traffic zones","TBC","TBC","Network Layout View","-","This should follow the same order as the SCATS loops. (3.4.1)"]
[null,"Bus zones","TBC","TBC","Network Layout View","-","If required, bus zones should be added after the traffic zones. (3.4.1.1)"]
[null,"Traffic flow groups set up","TBC","TBC","Traffic Flows > Show Traffic Flows View","-","Should be set up for each peak, with clear naming and stating the date of survey for existing traffic flows. (3.4.3)"]
[null,"Traffic flow groups start and end time","TBC","TBC","Traffic Flows > Show Traffic Flows View","-","Should be entered correctly reflecting the peak hours. (3.4.3)"]
[null,"PCU conversion","TBC","TBC","Modelling report","-","No of PCUs should be calculated for each movement in each peak. (3.4.2)"]
[null,"Junction turning counts (if Matrix Estimation Tool is used)","TBC","TBC","(right click yellow box) > Edit The Junction's Turning Counts,  or\nTraffic Flows > Matrix Estimation View",null,"Turning volume should be entered for each movement under each scenario. (3.4.4.1)"]
[null,"Matrix estimation tool (if used)","TBC","TBC","Traffic Flows > Matrix Estimation View, AND\nTraffic Flows > Show Traffic Flows View",null,"The derived OD should be logical for the study area. GEH should be less than 2.0. Bus zone traffic should be deselected in Matrix Estimation View. (3.4.4.1, 3.4.4.2)"]
[null,"AM peak O-D matrix values ","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be based on turning counts / calculated values. (3.4.3)"]
[null,"PM peak O-D matrix values ","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be based on turning counts / calculated values. (3.4.3)"]
[null,"Other scenarios O-D matrix values ","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be based on turning counts / calculated values. (3.4.3)"]
[null,"Delay based assignment","TBC","TBC","Traffic Flows > Show Traffic Flows View. Click 'Difference' tab","-","This method should be used. Justifications should be provided if other assignment methods (such as lane based flow entry) was used. (3.4.5)"]
[null,"Traffic distribution on each lane","TBC","TBC","In text format, select Flows Incl. Lane Connector,  AND\nTraffic Flows > Show Route List View",null,"The assigned traffic on each lane should be reflective to site conditions and site lane utilisation. (3.4.6)"]
[null,"Permitted Routes","TBC","TBC","Traffic Flows > Show Route List View > Edit Permitted Routes",null,"The 'Disallow' route set up should be appropriate, if used. (3.4.6, 3.4.6.1)"]
[null,"Locked flow in each route, including bus routes","TBC","TBC","Traffic Flows > Show Route List View",null,"The 'locked' flow set up should be used only if required. ("]
[null,"Pedestrian zones","TBC","TBC","Network Layout View","-","This is optional for areas where pedestrians are non critical (such as low pedestrian volume or non-pedestrian schemes). Check modelling requirements. \nPedestrian zone labelling should follow a logical order. (3.6.6)"]
[null,"Pedestrian volume and assigned to the model","TBC","TBC","Traffic Flows > Traffic Flows View  > Pedestrian Mode","-","Applicable if pedestrian zones have been set up. \nEntered the pedestrian volume as per site survey. \nIf survey data is not available, then use of a nominal value of 10 is acceptable. (3.6.6)"]
[null,"Future year with existing layout model (if required): Future traffic flow calculations and assumptions","TBC","TBC","Modelling report",null,"Applicable if future year model has been requested. \nCalculations should be checked in the modelling report."]
[null,"Future year with existing layout model (if required): Future traffic flow applied in LinSig","TBC","TBC","Traffic Flows > Show Traffic Flows View",null,"Applicable if future year model has been requested. If flow group formula is used, the formula and the resultant flows should be checked"]
[null,"Advanced Tab",{"$f":"IF((COUNTIF(Table251737[Column2],\"\")+COUNTIF(Table251737[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table251737[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table251737[Column4],\"info required\")+COUNTIF(Table251737[Column4],\"TBC\")+COUNTIF(Table251737[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Start and end displacements","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data > Start Displacement (s), End Displacement (s)","Start displacement should be 3s and end displacement should be 3s.  (3.3.11)"]
[null,"Optimiser queue constraints","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Optimiser Weightings > Excess Queue Limit (pcu), Excess Queue Dos Weight (%), Excess Queue Delay Weight (pcuHr)","Should be left blank in base models. (3.5.12.4)"]
[null,"Optimiser weightings","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Optimiser Weightings > Stops Weighting (%)\nLane Optimiser Weightings > Delay / DoS Weighting (%)\nLane Optimiser Weightings > DoS Limit (%)","Should be left blank in base models. (3.5.12.4)"]
[null,"Random delay","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excluding exit bottlenecks) > Ignore Random Delay, or\nAdvanced Lane Parameters > Ignore Random Delay","Should be left unticked or 'no'. (3.3.11)"]
[null,"Queue de-sliver","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excluding exit bottlenecks) > Queue De-sliver Threshold (PCU), or\nAdvanced Lane Parameters > De-sliver threshold (pcu)","Should only be applied if the sliver queue cannot be resolved with other modelling methods.  If used, apply up to 1 PCU (not more than 1); otherwise leave blank. (3.9.4)"]
[null,"Entry profiles","TBC","TBC","(double click lane) Edit Lane > Advanced","-","Should be left unticked. (3.10)"]
[null,"Demand Dependency and Alternative Phases",{"$f":"IF((COUNTIF(Table22[Column2],\"\")+COUNTIF(Table22[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table22[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table22[Column4],\"info required\")+COUNTIF(Table22[Column4],\"TBC\")+COUNTIF(Table22[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Site observations / modelling assumptions / method statements provided","TBC","TBC","Modelling report","-","The modelling assumptions and methods should be appropriate. All information  should be clearly stated in the modelling report and high level information provided in Add Notes. (3.5.15)"]
[null,"Demand dependency modelled in LinSig","TBC","TBC","-","-","Correct modelling methods should be applied in LinSig. (3.5.15)"]
[null,"Model Calibrations",{"$f":"IF((COUNTIF(Table25[Column2],\"\")+COUNTIF(Table25[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table25[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table25[Column4],\"info required\")+COUNTIF(Table25[Column4],\"TBC\")+COUNTIF(Table25[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Bonus green ","TBC","TBC","Phase Sequences > Lane Timings View.\nIn text format, set up Lane: Bonus Green Time","Lane Timing Adjustments","The usage should be justifiable. The assumptions made and the bonus green values should be provided in the modelling report. (3.9.1)"]
[null,"Other calibration methods","TBC","TBC","-","-","The assumptions made and the modelling methods should be provided in the modelling report. "]
[null,"Scenarios",{"$f":"IF((COUNTIF(Table7[Column2],\"\")+COUNTIF(Table7[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table7[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table7[Column4],\"info required\")+COUNTIF(Table7[Column4],\"TBC\")+COUNTIF(Table7[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Scenarios defined and names clearly labelled","TBC","TBC","Modelling > Scenario View","-","Set up for each modelling scenario, such as AM 2018 Base, PM 2018 Base Optimised etc. (3.7)"]
[null,"Flow group, Network control plan and Cycle time selected for each scenario","TBC","TBC","Modelling > Scenario View","-","Select the appropriate setting for each scenario. (3.7)"]
[null,"Error View",{"$f":"IF((COUNTIF(Table2517[Column2],\"\")+COUNTIF(Table2517[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2517[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2517[Column4],\"info required\")+COUNTIF(Table2517[Column4],\"TBC\")+COUNTIF(Table2517[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Error view","TBC","TBC","Status bar at the bottom of LinSig window.  OR\nView > Error View","-","Error messages should not be hidden in Error View. Even if 'No Error' is shown at the status bar, the Error View window should be checked to ensure messages have not been hidden. (3.11.1)"]
[null,"Errors (red)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All error messages should be resolved. (3.11.1)"]
[null,"Warnings (yellow)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All warning messages should be investigated and resolved. Some warning messages may be  acceptable due to modelling assumptions, justifications should be included in the modelling report. (3.11.1)"]
[null,"Information (green)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All information messages should be investigated and resolved where possible. Some information messages may be acceptable due to modelling assumptions. (3.11.1) "]
[null,"Base Model Validation",{"$f":"IF((COUNTIF(Table25173738[Column2],\"\")+COUNTIF(Table25173738[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table25173738[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table25173738[Column4],\"info required\")+COUNTIF(Table25173738[Column4],\"TBC\")+COUNTIF(Table25173738[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Degree of saturation (DoS) should be less than 100% for ALL lanes","TBC","TBC","Modelling > Network Results View > DegSat,  or \nin text format, select Flow, DegSat and MMQ","Model Results (excluding exit bottlenecks) > Degree of saturation (%)","Degree of saturation (DoS) for existing intersection should be less than 100% DoS for all lanes. (3.10.1)"]
[null,"Degree of saturation (DoS) results should be reflective to site observations","TBC","TBC","Modelling > Network Results View > DegSat,  or \nin text format, select Flow, DegSat and MMQ","Model Results (excluding exit bottlenecks) > Degree of saturation (%)","Modellers should review the magnitude of the modelled DoS is reflective to the on-site conditions. If DoS have been measured on-site, the LinSig DoS should be within 5% (0.05) of the site DoS. (3.10.1)"]
[null,"Queue length: 'End of red' queue compared to site queue","TBC","TBC","Modelling > Network Results View > UQ End Red results examined","-","When 'start of green' queue is compared with LinSig 'back of uniform Q at end of red', the queue lengths should be of similar magnitude (3.10.2)"]
[null,"Queue length: modelled queues should be within physical available space","TBC","TBC","Modelling > Network Results View > MMQ","-","MMQ should be within physical available space (3.10.2)"]
[null,"Other Modelling Outputs","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ","-"]
[null,"Other Comments"]

{"sheet":"Proposed","index":3,"n_rows":205,"n_cols":7,"rows_kept":205,"cut":false,"hidden":false,"merged":[[204,1,204,6],[177,4,177,6],[134,4,134,6],[156,4,156,6],[166,4,166,6],[169,4,169,6],[172,4,172,6],[163,4,163,6],[193,4,193,6],[121,4,121,6],[130,4,130,6],[132,4,132,6],[104,4,104,6],[109,4,109,6],[49,4,49,6],[54,4,54,6],[62,4,62,6],[86,4,86,6],[92,4,92,6],[77,4,77,6],[70,4,70,6],[5,2,5,4],[0,1,0,4],[1,2,1,4],[2,2,2,4],[3,2,3,4],[4,2,4,4],[38,4,38,6],[44,4,44,6],[46,4,46,6],[6,2,6,4],[7,2,7,4],[8,2,8,4],[9,2,9,4],[28,4,28,6],[11,1,11,3]]}
[null,"LinSig Base Model Audit Checklist (Ver 2.1)"]
[null,"Project Information",{"$f":"IF(C4=\"\",\"\",C4)","v":""}]
[null,"Project"]
[null,"Model Name"]
[null,"Intersection Name"]
[null,"Intersection Number"]
[null,"Applicant (Name & Organisation / MRWA Team)"]
[null,"Modeller (Name & Consultancy / MRWA Team)"]
[null,"Auditing Process Coordinator (Name & MRWA Team)"]
[null,"Model Auditor (Name & MRWA Team)"]
[]
[null,"Use of Model Audit View to compare the Base and Proposed model inputs"]
[]
[null,"1. Open the proposed LinSig model file"]
[null,"2. Go to 'File' then 'Model Audit View'"]
[null,"3. Select 'Audit / Compare with Another File'"]
[null,"4. Click 'Compare'"]
[null,"5. Select the approved base LinSig model file"]
[]
[null,"Check the parameters that have been changed"]
[null,"as highlighted in Blue Red"]
[]
[]
[]
[]
[]
[]
[null,"Proposed Model Checks","Modeller","Model Auditor","Location in LinSig software","Location in Model Audit View","General LinSig Model Criteria\n(relevant section in Main Roads' Operational Modelling Guidelines v2)"]
[null,"Supply Information - for all intersections",{"$f":"IF((COUNTIF(Table423[Column2],\"\")+COUNTIF(Table423[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table423[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table423[Column4],\"info required\")+COUNTIF(Table423[Column4],\"TBC\")+COUNTIF(Table423[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Electronic version of approved base model(s)","TBC","TBC"]
[null,"Electronic version of proposed model(s)","TBC","TBC"]
[null,"Approved Modelling Instruction Form","TBC","TBC"]
[null,"Calculation of future traffic flows","TBC","TBC"]
[null,"Proposed signal timings","TBC","TBC"]
[null,"Proposed design drawings","TBC","TBC"]
[null,"Drawings with measurements marked up (e.g. lane lengths and radii for RR67)","TBC","TBC"]
[null,"Other input data","TBC","TBC"]
[null,"Proposed modelling report","TBC","TBC"]
[null,"Program Settings",{"$f":"IF((COUNTIF(Table531[Column2],\"\")+COUNTIF(Table531[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table531[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table531[Column4],\"info required\")+COUNTIF(Table531[Column4],\"TBC\")+COUNTIF(Table531[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Default lane start displacement updated to 3s","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excl exit bottlenecks) > Start Displacement (s)","Should be changed from default 2s to 3s. (3.2.1)"]
[null,"Default lane end displacement set as default 3s","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excl exit bottlenecks) > End Displacement (s)","Should be left as default 3s (3.3.11)"]
[null,"Default PCU length updated to 7.35m","TBC","TBC","Network > Network Settings","LinSig Network > PCU Length (m)","Should be changed from default 5.75m to 7.35m. (3.2.2)"]
[null,"Use SCATS based terminology setting","TBC","TBC","File > Program Settings, OR\nStatus Bar","-","Should be selected (3.2.3)"]
[null,"Use Separate Capacities for Long and Short Lanes setting","TBC","TBC","Network > Network Settings","-","Should be selected (3.2.4)"]
[null,"Network Information",{"$f":"IF((COUNTIF(Table632[Column2],\"\")+COUNTIF(Table632[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table632[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table632[Column4],\"info required\")+COUNTIF(Table632[Column4],\"TBC\")+COUNTIF(Table632[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Network Information window","TBC","TBC","Network > Network Information","-","Relevant information populated (3.3.1)"]
[null,"Junction Information",{"$f":"IF((COUNTIF(Table834[Column2],\"\")+COUNTIF(Table834[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table834[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table834[Column4],\"info required\")+COUNTIF(Table834[Column4],\"TBC\")+COUNTIF(Table834[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Edit Junction window","TBC","TBC","Network Layout View > (double click yellow box)","-","Relevant information populated (3.3.2)"]
[null,"Signal controller selected to each intersection","TBC","TBC","Network Layout View > (double click yellow box)","-","Appropriate signal controller (C1, C2 etc.) should match the relevant intersection (3.3.2)"]
[null,"Arms",{"$f":"IF((COUNTIF(Table935[Column2],\"\")+COUNTIF(Table935[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table935[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table935[Column4],\"info required\")+COUNTIF(Table935[Column4],\"TBC\")+COUNTIF(Table935[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Traffic arms layout","TBC","TBC","Network Layout View","-","The modelled arm layout should match with the proposed layout (3.3.4, 3.3.5)\nThe relative changes between the base and proposed models are consistent with the proposed design changes."]
[null,"Traffic arm numbering","TBC","TBC","Network Layout View","-","Arm 1 corresponds with approach containing SCATS loop 1 and follow the same convention for subsequent arms, usually anti-clockwise (3.3.4, 3.3.5)"]
[null,"Traffic arm name labelling","TBC","TBC","Network Layout View","Lane Data (excl exit bottlenecks) > Arm Name","Should contain clear labelling for each lane, e.g. 'Leach Hwy EB' (3.3.4)"]
[null,"Arms set up for network modelling","TBC","TBC","Network Layout View","-","Interchanges: do not require separate entry and exit arms for the internal approach (3.3.5.1)\nMultiple intersections: should have separate entry and exit arms for each intersection (3.3.5.2)\nSide roads for flow balancing: do not require separate entry and exit arms for the internal approach, but the side roads arms should be added. (3.3.5.3)"]
[null,"Lane Data",{"$f":"IF((COUNTIF(Table1063[Column2],\"\")+COUNTIF(Table1063[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1063[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1063[Column4],\"info required\")+COUNTIF(Table1063[Column4],\"TBC\")+COUNTIF(Table1063[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Lane layout","TBC","TBC","Network Layout View","-","The number of lanes should match with the proposed layout (3.3.4)"]
[null,"Use of short lanes","TBC","TBC","Network Layout View","-","The use of short lanes should be appropriate to the proposed site conditions, taken into account of the software limitations. Assumptions should be provided in modelling report and Notes in LinSig (3.3.6)"]
[null,"Long lanes' lane lengths (entry and exit lanes)","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","Can be left as default (60 PCU) (3.3.7.1)"]
[null,"Long lanes' lane lengths (internal lanes in network modelling)","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","The combined lane lengths of the internal lanes should be consistent with the distance between stop lines of intersections. This is critical if cruise speed is applied in connectors (3.3.7.2) \nIn a network model, if the position of the stoplines have changed in the design, the internal lane lengths should be reviewed and updated."]
[null,"Short lanes' physical lane lengths","TBC","TBC","(double click lane) Edit Lane > Lane Details,  or\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","Short lane pocket lengths should be consistent with plans / maps. Measured up to taper width approximately 2m (3.3.7.3) \nThe differences of the base and proposed short lane lengths should be consistent with the proposed design changes."]
[null,"Custom Occupancy","TBC","TBC","(double click lane) Edit Lane > Lane Details > Custom Occupancy","-","Enable Custom Occupancy should not be used unless justifiable. (3.3.7.4)"]
[null,"Entry Lane Cruise Time/Speed (entry lanes only)","TBC","TBC","(double click lane) Edit Lane > Entry Lane Cruise Time/Speed","-","Leave blank as default (3.3.8)"]
[null,"Saturation Flows",{"$f":"IF((COUNTIF(Table1136[Column2],\"\")+COUNTIF(Table1136[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1136[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1136[Column4],\"info required\")+COUNTIF(Table1136[Column4],\"TBC\")+COUNTIF(Table1136[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Saturation flow determination method","TBC","TBC","Modelling report","-","Lanes with no design changes (such as geometry or lane allocations) should have the same saturation flow values as base models.\nLanes with proposed design changes: saturation flow values should be determined by comparing with the relative changes in the layout and reflected in the calculations.\nDetermination methods should be discussed in modelling report. (AppB)"]
[null,null,"TBC","TBC","Modelling report and on-site measurement raw data","-","Raw data to be reviewed for the measurement methods, individual samples meet the measurement requirements, outliers removed. (B.5)\nResultant saturation flow values should be logical for the study area.  "]
[null,"Geometric calculated lane saturation flow: Lane widths, Gradients, Treat as nearside, Turning radii","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Geometry","RR67 Sat Flow Input Data","Enter as per supplied proposed drawings from modeller, with mark up indicating how the geometric parameters were measured. (3.3.9.2, B.6)"]
[null,"RR67 local factor","TBC","TBC","Modelling report","-","Local factors should be determined and incorporated in the saturation flow calculations. (3.3.9.4, B.7)"]
[null,"Saturation flow applied to lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Sat Flow","Lane Data (excluding exit bottlenecks) > Saturation Flow (PCU/Hr)","The values / geometric measurements should be entered to the relevant lanes."]
[null,"Saturation flow at interchanges","TBC","TBC","Modelling report","-","The assumptions made should be logical. (3.3.9.5)"]
[null,"Saturation flow set as 'unconstrained' for exit lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data,  or\nIn text format, select Lane Sat Flow","Lane Data (exit bottlenecks only) > Saturation Flow (PCU/Hr)","Should be set to 'unconstrained' / 'Inf' for all exit lanes, including the internal exit lanes within a network model. Justifications should be provided if a value is required for the internal exit lanes. (3.3.9.3)"]
[null,"Multi Lanes",{"$f":"IF((COUNTIF(Table1252[Column2],\"\")+COUNTIF(Table1252[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1252[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1252[Column4],\"info required\")+COUNTIF(Table1252[Column4],\"TBC\")+COUNTIF(Table1252[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Multiple long lanes setup","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Multiple Lane Representation","Lane Data > Multi-lane?  OR\nMulti-Lanes > Number of Long Lanes","Should not be used. If used, the number of lanes should represent the site layout. (3.3.10.1)"]
[null,"Multiple short lanes setup","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Multiple Lane Representation","Lane Data > Multi-lane?  OR\nMulti-Lanes > Number of Long Lanes","Justifications should be provided. If used, the number of lanes should represent the proposed layout. (3.3.10.2)"]
[null,"Multi lanes' lane lengths","TBC","TBC","(double click lane) Edit Lane > Lane Details  OR\nIn text format, set up Length: Physical Length (Meters)","Lane Data (excl exit bottlenecks) > Lane Length (m)","For short lanes and internal long lanes: the length represents the average of the multiple short lanes. (3.3.10)\nEntry and exit lanes can be left as default 60 PCU."]
[null,"Saturation flows applied for multi long lanes","TBC","TBC","(double click lane) Edit Lane > Sat flow data","Lane Data (excl exit bottlenecks) > Saturation Flow (PCU/Hr)  OR\nMulti-Lanes > Sat Flow","One value combining the saturation flow of all lanes. (3.3.10)"]
[null,"Multi flares setup using Enable Flared Saturation Flows function","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Enable Flared Saturation Flows","Multi-Lanes > Flares?","Usually not used. This method is only used if there are multiple short lanes with the same destination and operating under the same SGroup as the associated long lane. (3.3.10.2)"]
[null,"Saturation flows and effective flare lengths for multi flares","TBC","TBC","(double click lane) Edit Lane > Multi-Lane > Enable Flared Saturation Flows","Multi-Lanes > Flare Sat Flow\nMulti-Lanes > Flare Usage","Applicable only if above has been set up. The saturation flow and effective flare lengths need to be entered for each lane and each scenario."]
[null,"Connectors",{"$f":"IF((COUNTIF(Table1353[Column2],\"\")+COUNTIF(Table1353[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1353[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1353[Column4],\"info required\")+COUNTIF(Table1353[Column4],\"TBC\")+COUNTIF(Table1353[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Connectors setup","TBC","TBC","Network Layout View","-","The turning arrows should correspond to the site layout. (3.3.12)"]
[null,"Weaving connectors, setup only if necessary","TBC","TBC","Network Layout View","-","Generally avoided. Should only be set up if there are legitimate lane changes between intersections. Should not set up within an intersection. Should not set up criss-cross connectors. Should not result in unrealistic weaving routes across the network. (3.3.12.2)"]
[null,"Mean cruise time or speed","TBC","TBC","(double click connector) Edit Lane Connector > General,  or\nIn text format, set up Modelled Mean Cruise Time or Speed under the connector display","Connector Data > Cruise speed (km / Hr)","Isolated intersection: leave blank. (3.3.12.3.1)\nNetwork modelling: total cruise time same as non-delayed travel time between stop lines, or mean cruise speed based on posted speed limit. (3.3.12.3.2)\nTurning Connectors: consider reducing cruise time / speed if appropriate (3.3.12.3.3)"]
[null,"Custom lane lengths","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Custom Length (m)","Should be left unchecked unless justified. (3.3.12.4)"]
[null,"Delay-based assignment cruise time weighting","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Assignment Cruise Time Weighting (s)","Leave as default value of 0 unless justified. (3.3.12.5, 3.4.6)"]
[null,"Mean bus stopped time and Bus speed","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Bus dwell time (s)\nConnector Data > Bus speed (km / hr)","Usually acceptable to leave as default 0 and blank respectively.\nIf it has been observed on site that the bus speed is significantly different from general traffic and the dwell times have an influence on the journey time, then the values can be modified. (3.3.12.6)"]
[null,"Platoon dispersion","TBC","TBC","(double click connector) Edit Lane Connector > General","Connector Data > Platoon dispersion enabled\nConnector Data > Platoon dispersion coefficient","Should be left as default coefficient of 35 unless justified. (3.3.12.7)"]
[null,"Overrides","TBC","TBC","(double click connector) Edit Lane Connector > Overrides","Connector Data ","Should be left blank as default unless justified. (3.3.12.8)"]
[null,"Pedestrian Links and Connectors",{"$f":"IF((COUNTIF(Table1454[Column2],\"\")+COUNTIF(Table1454[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1454[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1454[Column4],\"info required\")+COUNTIF(Table1454[Column4],\"TBC\")+COUNTIF(Table1454[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Signal pedestrian links","TBC","TBC","Network Layout View","-","Pedestrian links and connectors should be set up for pedestrian related schemes. \nThe ped link numbers should follow the same order as the SGroup numbers. (3.3.14)"]
[null,"Associated Junction","TBC","TBC","(double click pedestrian link) Associated Junction","-","The pedestrian links should be linked to the relevant intersection. (3.3.14)"]
[null,"Crossing time","TBC","TBC","(double click pedestrian link) Crossing Time","-","Estimated based on 1.2m/s walking speed. (3.3.14)"]
[null,"Crossing type","TBC","TBC","(double click pedestrian link) Crossing Type","-","Leave as 'unspecified' (3.3.14)"]
[null,"Mean walk time between crossings","TBC","TBC","(double click pedestrian connector)","-","Estimated based on 1.2m/s walking speed. (3.3.14)"]
[null,"Give Way",{"$f":"IF((COUNTIF(Table233068[Column2],\"\")+COUNTIF(Table233068[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table233068[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table233068[Column4],\"info required\")+COUNTIF(Table233068[Column4],\"TBC\")+COUNTIF(Table233068[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Give way/filter lanes setup","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x),  or\nNetwork Layout View - visual checks of the lane numbers and connectors","Give-Way Behaviour > Give-way controlled?","Should be set up as per the proposed site layout. (3.6)"]
[null,"Movement give way data: Maximum flow while giving way","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Max flow while giving way","Left turn slip: 715 \nSignal opposed right turn lane: 1439. \nOther values may be acceptable if consistent with base models. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Minimum flow while giving way","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Min flow while giving way","Default 0 should be used.  Other values may be acceptable if consistent with base models.  (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, lanes setup","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x), or \nNetwork Layout View - visual checks of the selected opposed lanes","Give-Way Behaviour > Opposing Movement","All relevant opposing lanes should be included. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, coefficient","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Slope coefficient","Left turn slip: 0.22\nSignal opposed right turn lane: 1.09\nOther values may be acceptable if consistent with base models.  (3.6.1, 3.6.2)"]
[null,"Movement give way data: Opposing lanes, clear conflict","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Clear Conflict","To be reviewed and updated if necessary. (3.6.4)"]
[null,"Movement give way data: Opposing lanes, movements","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","-","Only relevant opposing movements should be selected. Non conflicted movements should be de-selected. (3.6.1, 3.6.2)"]
[null,"Movement give way data: Flow when opposing traffic is stopped","TBC","TBC","(double click lane) Edit Lane > Movmt to (x/x)","Give-Way Behaviour > Flow when opposing traffic stopped","Left turn slip: maximum flow while giving way\nSignal opposed right turn lane: use lane saturation flow. \nOther selections may be acceptable if consistent with base models.  (3.6.1, 3.6.2)"]
[null,"Storage in front of stop line","TBC","TBC","(double click lane) Edit Lane > Storage in front of Stopline","Storage In Front Of Stopline > Right-turn storage in front of stop line (PCU), Max turners in intergreen (PCU)","Should be updated based on expected driving behaviour and local driving rules, usually up to 1PCU. Software default values of 2 PCU should not be used unless justified. (3.6.5)"]
[null,"Right Turn Factors","TBC","TBC","(double click lane) Edit Lane > Storage in front of Stopline","Storage In Front Of Stopline > Right Turn Move Up (s), Right Turn Factor","Should be left as software default (Right turn move up 2s, right turn factor 0.5) unless justified. (3.6.5)"]
[null,"Non-blocking storage for mixed give way and non give way lanes","TBC","TBC","(double click lane) Edit Lane > Non-blocking Storage","Storage In Front Of Stopline > Non-blocking storage (PCU)","Should be updated based expected driving behaviour and local driving rules. Software default value of 2 PCU should not be used unless justified. (3.6.6)"]
[null,"Controllers",{"$f":"IF((COUNTIF(Table1555[Column2],\"\")+COUNTIF(Table1555[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1555[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1555[Column4],\"info required\")+COUNTIF(Table1555[Column4],\"TBC\")+COUNTIF(Table1555[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Controller Name","TBC","TBC","Controllers > Controller List View > Edit Controller","Controller Data > Controller name","Intersection name (3.5.1)"]
[null,"SCN","TBC","TBC","Controllers > Controller List View > Edit Controller","Controller Data > SCN","Added as per TCS site number. (3.5.1)\nNew controllers: nominal values can be used"]
[null,"Controller Set","TBC","TBC","Controllers > Controller List View > Edit Controller","-","Isolated intersection: Default Controller Set (3.5.1)\nNetwork modelling: should be grouped under the same controller set if the intersections are proposed to be linked and operated under the same cycle time. (3.5.2)"]
[null,"SCATS Daisy Chain Offset Master","TBC","TBC","Controllers > Controller List View > Edit Controller","-","Set as 'none'. (3.5.1)"]
[null,"Signal Groups (SGroups)",{"$f":"IF((COUNTIF(Table1656[Column2],\"\")+COUNTIF(Table1656[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1656[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1656[Column4],\"info required\")+COUNTIF(Table1656[Column4],\"TBC\")+COUNTIF(Table1656[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Signal group diagram","TBC","TBC","Controllers > SGroup View, or SGroup Data View","-","The directions of the SGroup arrows should be consistent with the proposed layout. (3.5.3)"]
[null,"Signal group numbers","TBC","TBC","Controllers > SGroup View, or SGroup Data View","SGroup Data > SGroup","Traffic signal group numbers should match proposed design. If design drawing is not available, new signal group numbers can be added following the existing SG numbers"]
[null,"SGroups type","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or\nControllers > SGroup Data View > SGroup Type","SGroup Data > SGroup Type","Only Traffic (black arrows) or Pedestrian (blue double arrows) should be used.  Non-UK Arrows should not be used. (3.5.3, 3.5.5.1.1, 3.5.5.2.1)"]
[null,"Traffic SGroups: Minimum green","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Min","SGroup Data > SGroup Minimum (s)","Values are required if the SGroup has late start or pedestrian protection period. \nOtherwise can be left 0. (3.5.3.1)"]
[null,"Traffic SGroups: Pedestrian protection coded to relevant traffic signal group","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Ped Protection Type & Ped Protection Time","SGroup Data > Ped Prot. type\nSGroup Data > Ped Prot. time\nSGroup Data > Protected Ped SGroup","Pedestrian protection should be set up based on current WA standards.\nIf used, 'Timed for part of the Walk interval' or 'Full protection during Walk and Clearance intervals' should be used. Timed protection (s) period should be entered. Relevant protected pedestrian SGroup should be selected (3.5.3.3)"]
[null,"Pedestrian SGroups: Walk time","TBC","TBC","Controllers > SGroup View > (double click blue SGroup arrow),   or \nControllers > SGroup Data View > Ped Walk Time","SGroup Data > Ped Walk Time","Walk time should be set based on current WA standards. \nIf pedestrian Delay time is required for the proposed layout, this value should be added to the Walk time (3.5.3.2)"]
[null,"Pedestrian SGroups: Clearance 1 and 2","TBC","TBC","Controllers > SGroup View > (double click blue SGroup arrow),   or \nControllers > SGroup Data View > Ped Clearance 1 & 2","SGroup Data > Ped Clearance 1\nSGroup Data > Ped Clearance 2","For all crossings, Clearance 1 and 2 should be calculated based on current WA standards."]
[null,"Pedestrian SGroups: Walk for green","TBC","TBC","Controllers > SGroup View > (double click SGroup arrow),   or \nControllers > SGroup Data View > Ped Walk For Green","SGroup Data > Ped Walk For Green","Walk for green should not be used. (3.5.3.2)"]
[null,"Traffic SGroups applied to traffic lanes","TBC","TBC","(double click lane) Edit Lane > General,  or\nNetwork > Lane Grid Data View,  or\nIn text format, select SGroups","Lane Data (excluding exit bottlenecks) > Controlling SGroup(s)","SGroups should be applied to the relevant traffic lane under Full Green SGroup.  Arrow SGroup should not be used."]
[null,"Pedestrian SGroups applied to pedestrian links","TBC","TBC","(double click pedestrian link) Controlling SGroup, or \nIn text format, select SGroups","-","Pedestrian SGroups should be applied to the relevant pedestrian link."]
[null,"SGroup Conflict Matrix","TBC","TBC","Controllers > SGroup Conflict Matrix View","SGroup Conflicts","The use of this function is optional. If used, filtered signal groups should not be selected as conflicted (3.5.4)"]
[null,"Signal Phases",{"$f":"IF((COUNTIF(Table1857[Column2],\"\")+COUNTIF(Table1857[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1857[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1857[Column4],\"info required\")+COUNTIF(Table1857[Column4],\"TBC\")+COUNTIF(Table1857[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Phases and alternative phases","TBC","TBC","Controllers > Phase View","Phase Data > Green SGroups","All phases should  match with proposed design. All phases should be modelled, including those do not operate but are in the SCATS system / proposed design. (3.5.6, 3.5.6.1)"]
[null,"Late start ","TBC","TBC","Controllers > Phase View > Edit,  or\nPhase View - the first value at the bottom of each phase","Phase Data > Late Start","Late start set up should be based on current WA standards."]
[null,"Late start applied to the appropriate SGroup","TBC","TBC","Controllers > Phase View > Edit,  or\nSignal Timings View - shaded blue area at the start of phase","Phase Data > SGroup using Late Start","The signal groups that start later should be selected, as per SCATS set up / Phase Sequence Chart / current WA standards (3.5.6.2)"]
[null,"Minimum green ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the second value at the bottom of each phase","Phase Data > Minimum Green","Minimum Green set up should be based on current WA standards."]
[null,"Early cut-off green ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the third value at the bottom of each phase","Phase Data > ECO Green","Early Cut Off Green set up should be based on current WA standards."]
[null,"Early cut-off green applied to the appropriate SGroup","TBC","TBC","Controllers > Phase View > Edit,  or\nSignal Timings View - shaded blue area at the end of phase","Phase Data > SGroup using ECO Green","The signal groups that has longer green time should be selected, as per intended set up / current WA standards. If ECO is used for Advance Warning Flashing Signals, the associated signal groups with  should also be selected. (3.5.6.3)"]
[null,"Yellow and all-red ","TBC","TBC","Controllers > Phase View > Edit,  or \nPhase View - the fourth value at the bottom of each phase","Phase Data > Yellow+AllRed","Yellow and all-red set up should be based on current WA standards. The value should be combined as a single value. If 0.5, should be rounded up (3.5.6)"]
[null,"Phase overlaps","TBC","TBC","Controllers > Phase Overlaps View","-","If there is a signal drop off (back to yellow+red) between consecutive phases, the overlap setting for the relevant signal group should be set to No in the relevant phase transition. (3.5.10)"]
[null,"Phase Sequence",{"$f":"IF((COUNTIF(Table1958[Column2],\"\")+COUNTIF(Table1958[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table1958[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table1958[Column4],\"info required\")+COUNTIF(Table1958[Column4],\"TBC\")+COUNTIF(Table1958[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Phase sequence","TBC","TBC","Phase Sequences > Phase Sequence View","Phase Sequence Data > Phase Sequence (for the active scenario only)","Each phase sequence should be setup correctly with a clear name. The sequences need to be checked for each signal controller (3.5.7)"]
[null,"Network Control Plans",{"$f":"IF((COUNTIF(Table2059[Column2],\"\")+COUNTIF(Table2059[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2059[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2059[Column4],\"info required\")+COUNTIF(Table2059[Column4],\"TBC\")+COUNTIF(Table2059[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Network control plan","TBC","TBC","Network Control > Network Control Plans View","Phase Sequence Data > Phase Sequence (for the active scenario only)","Each Network Control Plan, check the correct phase sequence is assigned to each controller. The network control plan names should be clearly labelled. (3.5.8)"]
[null,"Traffic Flows",{"$f":"IF((COUNTIF(Table2462[Column2],\"\")+COUNTIF(Table2462[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2462[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2462[Column4],\"info required\")+COUNTIF(Table2462[Column4],\"TBC\")+COUNTIF(Table2462[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Traffic zones","TBC","TBC","Network Layout View","-","This should follow the same order as the base models. If additional zones are required, the zones should be added in a logical order (3.4.1)"]
[null,"Bus zones","TBC","TBC","Network Layout View","-","If required, bus zones should be added after the traffic zones. (3.4.1.1)"]
[null,"Traffic flow groups set up","TBC","TBC","Traffic Flows > Show Traffic Flows View","-","Should be set up for each peak, with clear naming. (3.4.3)"]
[null,"Traffic flow groups start and end time","TBC","TBC","Traffic Flows > Show Traffic Flows View","-","Should be consistent with the base models, entered correctly reflecting the peak hours. (3.4.3)"]
[null,"PCU conversion","TBC","TBC","Modelling report","-","No of PCUs should be calculated for each movement in each peak. (3.4.2)"]
[null,"Junction turning counts (if Matrix Estimation Tool is used)","TBC","TBC","(right click yellow box) > Edit The Junction's Turning Counts,  or\nTraffic Flows > Matrix Estimation View","-","Turning volume should be entered for each movement under each scenario. (3.4.4.1)"]
[null,"Matrix estimation tool (if used)","TBC","TBC","Traffic Flows > Matrix Estimation View, AND\nTraffic Flows > Show Traffic Flows View","-","The derived OD should be logical for the study area. GEH should be less than 2.0. Bus zone traffic should be deselected in Matrix Estimation View. (3.4.4.1, 3.4.4.2)"]
[null,"Future traffic demand calculations and assumptions",null,null,"Modelling report","-","Methdology and calculations should be agreed with relevant teams in MRWA prior submission. Demand calculations should be provided."]
[null,"Opening Year AM OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Opening Year PM OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Opening Year AM + 5 years OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Opening Year PM + 5 years OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Opening Year AM + 10 years OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Opening Year PM + 10 years OD matrix values","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Other scenarios OD matrix values, if applicable","TBC","TBC","Traffic Flows > Show Traffic Flows View","OD Flows (for the active scenario only)","Values should be consistent with agreed future demand calculated values."]
[null,"Delay based assignment","TBC","TBC","Traffic Flows > Show Traffic Flows View. Click 'Difference' tab","-","This method should be used. Justifications should be provided if other assignment methods (such as lane based flow entry) was used. (3.4.5)"]
[null,"Traffic distribution on each lane","TBC","TBC","In text format, select Flows Incl. Lane Connector,  AND\nTraffic Flows > Show Route List View","-","The assigned traffic on each lane should be reflective to site conditions and site lane utilisation. (3.4.6)"]
[null,"Permitted Routes","TBC","TBC","Traffic Flows > Show Route List View > Edit Permitted Routes","-","The 'Disallow' route set up should be appropriate, if used. (3.4.6, 3.4.6.1)"]
[null,"Locked flow in each route, including bus routes","TBC","TBC","Traffic Flows > Show Route List View",null,"The 'locked' flow set up should be used only if required."]
[null,"Pedestrian zones","TBC","TBC","Network Layout View","-","This is optional for areas where pedestrians are non critical (such as low pedestrian volume or non-pedestrian schemes). Check modelling requirements. \nPedestrian zone labelling should follow a logical order. (3.6.6)"]
[null,"Pedestrian volume and assigned to the model","TBC","TBC","Traffic Flows > Traffic Flows View  > Pedestrian Mode","-","Applicable if pedestrian zones have been set up. \nThe pedestrian volume should be consistent with the base model / site survey or resonable assumptions. \nIf survey data is not available, then use of a nominal value of 10 is acceptable. (3.6.6)"]
[null,"Advanced Tab",{"$f":"IF((COUNTIF(Table25173766[Column2],\"\")+COUNTIF(Table25173766[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table25173766[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table25173766[Column4],\"info required\")+COUNTIF(Table25173766[Column4],\"TBC\")+COUNTIF(Table25173766[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Start and end displacements","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data > Start Displacement (s), End Displacement (s)","Start displacement should be 3s and end displacement should be 3s.  (3.3.11)"]
[null,"Optimiser queue constraints","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Optimiser Weightings > Excess Queue Limit (pcu), Excess Queue Dos Weight (%), Excess Queue Delay Weight (pcuHr)","This can be used if applicable. Modellers should check the modelled outputs and make further adjustments if necessary.(3.5.12.4.1)"]
[null,"Optimiser weightings","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Optimiser Weightings > Stops Weighting (%)\nLane Optimiser Weightings > Delay / DoS Weighting (%)\nLane Optimiser Weightings > DoS Limit (%)","This can be used if applicable. Modellers should check the modelled outputs and make further adjustments if necessary.(3.5.12.4.2, 3.5.12.4.3)"]
[null,"Random delay","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excluding exit bottlenecks) > Ignore Random Delay, or\nAdvanced Lane Parameters > Ignore Random Delay","Should be left unticked or 'no'. (3.3.11)"]
[null,"Queue de-sliver","TBC","TBC","(double click lane) Edit Lane > Advanced","Lane Data (excluding exit bottlenecks) > Queue De-sliver Threshold (PCU), or\nAdvanced Lane Parameters > De-sliver threshold (pcu)","Should only be applied if the sliver queue cannot be resolved with other modelling methods.  If used, apply up to 1 PCU (not more than 1); otherwise leave blank. (3.9.4)"]
[null,"Entry profiles","TBC","TBC","(double click lane) Edit Lane > Advanced","-","Should be left unticked. (3.10)"]
[null,"Demand Dependency and Alternative Phases",{"$f":"IF((COUNTIF(Table2261[Column2],\"\")+COUNTIF(Table2261[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2261[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2261[Column4],\"info required\")+COUNTIF(Table2261[Column4],\"TBC\")+COUNTIF(Table2261[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Site observations / modelling assumptions / method statements provided","TBC","TBC","Modelling report","-","The modelling assumptions and methods should be appropriate and consistent with base models. All information should be clearly stated in the modelling report and high level information provided in Add Notes. (3.5.15)"]
[null,"Demand dependency modelled in LinSig","TBC","TBC","-","-","Correct modelling methods should be applied in LinSig. (3.5.15)"]
[null,"Model Calibrations",{"$f":"IF((COUNTIF(Table2564[Column2],\"\")+COUNTIF(Table2564[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2564[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2564[Column4],\"info required\")+COUNTIF(Table2564[Column4],\"TBC\")+COUNTIF(Table2564[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Bonus green ","TBC","TBC","Phase Sequences > Lane Timings View.\nIn text format, set up Lane: Bonus Green Time","Lane Timing Adjustments","The usage should be justifiable. The assumptions made should be consistent with base models. Bonus green calculationn values should be provided in the modelling report. (3.9.1)"]
[null,"Other calibration methods","TBC","TBC","-","-","The assumptions made and the modelling methods should be provided in the modelling report. "]
[null,"Scenarios",{"$f":"IF((COUNTIF(Table733[Column2],\"\")+COUNTIF(Table733[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table733[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table733[Column4],\"info required\")+COUNTIF(Table733[Column4],\"TBC\")+COUNTIF(Table733[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Scenarios defined and names clearly labelled","TBC","TBC","Modelling > Scenario View","-","Set up for each modelling scenario, such as AM Opening, PM Opening + 5 etc. (3.7)"]
[null,"Flow group, Network control plan and Cycle time selected for each scenario","TBC","TBC","Modelling > Scenario View","-","Select the appropriate setting for each scenario. (3.7)"]
[null,"Error View",{"$f":"IF((COUNTIF(Table251765[Column2],\"\")+COUNTIF(Table251765[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table251765[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table251765[Column4],\"info required\")+COUNTIF(Table251765[Column4],\"TBC\")+COUNTIF(Table251765[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Error view","TBC","TBC","Status bar at the bottom of LinSig window.  OR\nView > Error View","-","Error messages should not be hidden in Error View. Even if 'No Error' is shown at the status bar, the Error View window should be checked to ensure messages have not been hidden. (3.11.1)"]
[null,"Errors (red)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All error messages should be resolved. (3.11.1)"]
[null,"Warnings (yellow)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All warning messages should be investigated and resolved. Some warning messages may be  acceptable due to modelling assumptions, justifications should be included in the modelling report. (3.11.1)"]
[null,"Information (green)","TBC","TBC","Status bar at the bottom of LinSig window. OR\nView > Error View","-","All information messages should be investigated and resolved where possible. Some information messages may be acceptable due to modelling assumptions. (3.11.1) "]
[null,"Resultant Signal Timings",{"$f":"IF((COUNTIF(Table2160[Column2],\"\")+COUNTIF(Table2160[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2160[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2160[Column4],\"info required\")+COUNTIF(Table2160[Column4],\"TBC\")+COUNTIF(Table2160[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Signal splits, cycle time and offset optimisation strategy","TBC","TBC","Modelling report","-","Signal optimisation strategy and any manual adjustments should be discussed in modelling report."]
[null,"Opening Year: AM phase splits, cycle time and offset timings","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)\nOffsets set up should be based on scheme requirements (3.5.14)"]
[null,"Opening Year: AM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. "]
[null,"Opening Year: PM phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Opening Year: PM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Opening Year + 5 years: AM phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Opening Year + 5 years: AM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Opening Year + 5 years: PM phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Opening Year + 5 years: PM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Opening Year + 10 years: AM phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Opening Year + 10 years: AM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Opening Year + 10 years: PM phase splits and cycle time","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Opening Year + 10 years: PM peak offsets","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Other peaks and scenarios phase splits and cycle time, if applicable","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Resultant signal timings provide optimal results for the scenario (3.5.11, 3.5.12, 3.5.13)"]
[null,"Other peaks and scenarios offsets, if applicable","TBC","TBC","Phase Sequences > Signal Timings View,  or\nTiming dial","-","Network modelling only. Offsets set up based on scheme requirements (3.5.14)"]
[null,"Model Outputs",{"$f":"IF((COUNTIF(Table2517373867[Column2],\"\")+COUNTIF(Table2517373867[Column2],\"TBC\"))>0,\"TBC\",\"Checked\")","v":"TBC"},{"$f":"IF(COUNTIF(Table2517373867[Column4],\"fail\")>0,\"Fail\",IF(COUNTIF(Table2517373867[Column4],\"info required\")+COUNTIF(Table2517373867[Column4],\"TBC\")+COUNTIF(Table2517373867[Column4],\"\")>0,\"TBC\",\"Pass\"))","v":"TBC"}]
[null,"Pressentation of modelling results as per TSAP / TMIF / scheme requirements","TBC","TBC","Modelling Report",null,"(3.11)"]
[null,"Presentation of other relevant modelling results","TBC","TBC","Modelling Report",null,"(3.11)"]
[null,"Discussions on the model outcomes","TBC","TBC","Modelling Report",null,"(3.11)"]
[null,"Opening Year AM performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Opening Year PM performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Opening Year AM + 5 years performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Opening Year PM + 5 years performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Opening Year AM + 10 years performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Opening Year PM + 10 years performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Other scenarios performance results","TBC","TBC","Modelling > Network Results View > ,  or \nin text format, select Flow, DegSat and MMQ",null,"Performance results satisfy TSAP / modelling scope / scheme requirements"]
[null,"Other Comments"]