# Where is INPUT? This page shows where to find input parameters in SIDRA INTERSECTION. --- ## A ### Actuated Signal Data **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### All-Red Time **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Apply HCM 6 Extended Roundabout Capacity Model **Site** tab → Roundabouts dialog → Options → Section 5.6.1, 5.6.6 --- ### Apply Lane Blockage Model **Network** tab → Network Data dialog → Section 6.4.1 --- ### Apply Merge Analysis **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Apply Platoon Dispersion **Network** tab → Network Data dialog → Section 8.4 --- ### Apply Saturation Flow Estimation **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Approach Control **Site** tab → Intersection dialog → Section 5.2.1 --- ### Approach Cruise Speed **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Approach Distance **Site** tab → Intersection dialog → Section 5.2.1 --- ### Approach Movement **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.3.2 --- ### Approach Movement (Volume Store) **Site Volumes** tab → Site Bin Setup dialog → Approach Movements → Section 14.2 --- ### Approach Name (Road Name) **Site** tab → Intersection dialog → Section 5.2.1 --- ### Approach Travel Distance **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ### Area Type Factor **Site** tab → Intersection dialog → Section 5.2.1 --- ### Arrival Type **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Arrivals During Green **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Arterial Segment **Site** tab → Site Setup tab - Add New Site group dialog → Section 5.1 --- ### Average Income **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ## B ### Basic Saturation Flow **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Bicycles **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Bin ID, Bin Name, Bin Title (Volume Store) **Site Volumes** tab → Site Bin Setup dialog → Bin Data → Section 14.2 --- ### Blockage Tolerance **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.5.2 --- ### Bring to Front **Network** tab → Modify Network dialog → Section 6.2 --- ### Buses **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Buses Stopping **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ## C ### Calibration Notes **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 --- ### Calibration Parameter (Downstream Short Lane) **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Capacity Adjustment **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Category Setup **Tools** tab → (For Category definitions) dialog → Section 11.4 --- ### CCG Phasing & Timing **Network** tab → 6.5.2 dialog --- ### Circulating Width **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ### Clearance 1 Time **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Clearance 2 Time (previously: Clearance Time Overlap) **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### CO2 to Fuel Consumption Rate **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Common Control Group (CCG) ID **Network** tab → Define CCGs dialog → Section 6.5.1 --- ### Common Control Group (CCG) Name **Network** tab → Define CCGs dialog → Section 6.5.1 --- ### Conflict Zone Length **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ### Connect To (Strip Island) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Connected and Automated Vehicles (CAVs) Section 2.6.2, 5.11.3, 5.14.2 --- ### Connected Site / CCG **Network** tab → Network Timing dialog → Coordination → Section 6.6.1 --- ### Continuous Lane Capacity (Merge Analysis) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Coordinated Site / CCG **Network** tab → Network Timing dialog → Coordination → Section 6.6.1 --- ### Coordinates **Maps** tab → Set Site Coordinates dialog → Section SIDRA MAPS User Guide, A1 --- ### Cost Parameters **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Cost Unit **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.1 --- ### Critical Gap **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Critical Gap (Merge Analysis) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Critical Gap (Turn On Red) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Critical Gap (Zebra Crossing Pedestrians Opposing) **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Crossing Distance **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ### Crossing Speed **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Cycle Rounding **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → Network Timing dialog → Timing Options → Section 6.6.3 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Cycle Time Option **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ## D ### Define CCGs **Network** tab → 6.5.1 dialog --- ### Delay and Queue **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Delay Model Parameter (Uninterrupted Flow) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Departure Headway (AWSC) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Design Life Analysis **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 --- ### Design Life Analysis Objective **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Desired Speed **Network** tab → Network Data dialog → Section 6.4.1 **Network** tab → Route Data dialog → Section 7.1.1 **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Detection Data **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Diagonal Crossing **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Distance for Full Utilisation (Downstream Short Lane) **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Downstream Distance **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Downstream Short Lane Model **Site** tab → Parameter Settings dialog → Advanced → Section 5.14.5 --- ### Drag Parameter, A **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Drag Parameter, B **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Dual-Ring (Two-Ring) Phasing **See Variable Phasing Analysis topic** tab → 5.12.1 dialog --- ### Dummy Movement Data (Dummy Movement Exists, Minimum Green Time, Maximum Green Time) **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ## E ### Early Cut-Off **Site** tab → Phasing & Timing dialog → Movement Data → Section 5.12.5 --- ### Edit IDs **Tools** tab → Tools tab ribbon - Unique IDs group dialog → Section 11.6 --- ### Effective Detection Zone Length **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Efficiency Parameter, beta **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### End Departures **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### End Departures (Turn On Red) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### End Gain **Site** tab → Pedestrians dialog → Pedestrian Timing data → Section 5.7.3 **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Entry Angle **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ### Entry Radius **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ### Entry/Circ Flow Adjustment **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.4 --- ### Environment Factor **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.4 --- ### Exclude Geometric Delay **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 **Site** tab → Roundabouts dialog → Options → Section 5.6.1 --- ### Exclude Slip/Bypass Lane from Signal Analysis **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Exclude U-Turn Before Intersection from Signal Analysis **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.3.2 --- ### Exit Cruise Speed **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Exit Distance **Site** tab → Intersection dialog → Section 5.2.1 --- ### Exiting Flow Effect **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Exiting Flow Effect (Turn On Red) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Extra Bunching (Site Analysis) **Site** tab → Intersection dialog → Intersection → Section 5.2.1, 8.1.9, 8.1.16 --- ### Extra Bunching (Network Analysis) **Site** tab → Intersection dialog → Intersection → Section 5.2.1, 8.1.9, 8.1.16 --- ### Extra Midblock Delay **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ## F ### Flow Scale (Constant) **Site** tab → Volumes dialog → Vehicle Volume Factors → Section 5.8.2 **Site** tab → Volumes dialog → Pedestrian Volumes → Section 5.8.3 --- ### Flow Scale (Constant) (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volume Factors → Section 14.2.2 **Site Volumes** tab → Volumes (Bin) dialog → Pedestrian Volumes → Section 14.2.2 --- ### Flow Scale - Lower Limit **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Flow Scale - Upper Limit **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Flow Scale Analysis **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Flow Scale Analysis Objective **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Follow-up Headway **Site** tab → Gap Acceptance dialog → Gap Acceptance Data/Settings → Section 5.10.1 --- ### Follow-up Headway (Merge Analysis) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Follow-up Headway (Turn On Red) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Follow-up Headway (Zebra Crossing Pedestrians Opposing) **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Free Queue Distance **Site** tab → Lane Geometry dialog → Lane Discipline → Section 5.4.2 --- ### Freeway **Site** tab → Site Setup tab - Add New Site group dialog → Section TBI --- ### Freeway Basic Segment **Site** tab → Site Setup tab - Add New Site group dialog → Section TBI --- ### Freeway Segment with Ramps (Two-Way, One-Way) **Site** tab → Site Setup tab - Add New Site group dialog → Section TBI --- ### Fuel & Emission Model Parameters **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Fuel Resource Cost Factor **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Full Crossing (Main Crossing) **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ## G ### Gap Acceptance Capacity Model **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Gap Acceptance Factor **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Gap Acceptance Factor (Merge Analysis) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Gap Setting (Actuated Signal Data) **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Grade **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Green Split Priority **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4, 8.1.11 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Growth Model (Design Life) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Growth Rate (per year) **Site** tab → Volumes dialog → Vehicle Volumes Factors → Section 5.8.2 **Site** tab → Volumes dialog → Pedestrian Volumes → Section 5.8.3 --- ### Growth Rate (per year) (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14.2.2 **Site Volumes** tab → Volumes (Bin) dialog → Pedestrian Volumes → Section 14.2.2 --- ## H ### HCM 6 Extended Roundabout Capacity Model Parameters **Site** tab → Roundabouts dialog → HCM 6 Extended Data → Section 5.6.6 --- ### HCM 6 Roundabout Model Data **Site** tab → Roundabouts dialog → HCM 6 Data → Section 5.6.5 --- ### HCM Delay Formula **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 **Site** tab → Roundabouts dialog → Options → Section 5.6.1 **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### HCM Queue Formula **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### HCM Roundabout Capacity Model Extension **Site** tab → Roundabouts dialog → Options → Section 5.6.1 --- ### Heavy Vehicles **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### High Priority for Green Splits **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Hours per Year **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Hours per Year (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14.2.2 --- ## I ### Idling Rate **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Import Gap Acceptance Data **Site** tab → Gap Acceptance dialog → Section 5.10 --- ### Import Initial Demand **Site** tab → Site Geometry dialog → Lane Data → Section 5.4.3 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Import Movement Data (various) **Site** tab → Vehicle Movement Data dialog → Section 5.11 --- ### Import Parameter Settings (various) **Site** tab → Parameter Settings dialog → Section 5.14 --- ### Import Scenarios **Site** tab → Site Scenarios dialog → Section 15 --- ### Import Sequence **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 --- ### Import Site Setup **Bin** tab → Site Bin Setup dialog → Section 14.2.1 --- ### Import Volume Data **Bin** tab → Volumes (Bin) dialog → Section 14.2.2 **Site** tab → Volumes dialog → Section 5.8 --- ### Include Cost for Pedestrians **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Include Lane Blockage effects in determining Phase Times **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Include Short Lane Upstream Delay & Stops **Site** tab → Lane Geometry dialog → Lane Data → Section 5.14.5, 8.1.3 --- ### Include Short Lanes in determining Queue Storage Ratio **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Include the Reverse Route (Time-Distance Display Option) **Network** tab → Route Data dialog → Route Settings → Section 7.1.2 --- ### Initial Queued Demand **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3, 8.1.20 --- ### Inscribed Diameter **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ### Interactive Offsets **Route** tab → 7.2 dialog --- ### Island Diameter **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ## L ### Lane Blockage Calibration Factor **Site** tab → Lane Movements dialog → Blockage calibration → Section 5.5.2 --- ### Lane Colour (Layout) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Configuration **Site** tab → Lane Geometry dialog → Section 5.4.1 --- ### Lane Control **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Disciplines **Site** tab → Lane Geometry dialog → Section 5.4.2 --- ### Lane ID **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Length **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Movement Flow Proportions **Site** tab → Lane Movements dialog → Flow Proportions → Section 5.5.1 --- ### Lane Type **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Utilisation Ratio **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Lane Width (Entry) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Lane Width (Upstream) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Large Trucks **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Late Start **Site** tab → Phasing & Timing dialog → Movement Data → Section 5.12.5 --- ### Left-In Left-Out Templates **In Sign Control Template group** tab → 2.3, 5.10.6 dialog --- ### Leg Geometry **Site** tab → Intersection dialog → Section 5.2.1 --- ### Leg Geometry (Volume Store) **Site Volumes** tab → Site Bin Setup dialog → Leg Geometry → Section 14.2.1 --- ### Light Rail / Trams **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Light Vehicles **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Lower Limit of Speed Efficiency for TTI **Network** tab → Network Data dialog → Section 6.4.1 **Network** tab → Route Data dialog → Section 7.1.1 **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ## M ### Main Crossing **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Main Route Direction **Network** tab → Route Data dialog → Route Settings → Section 7.1.2 --- ### Mass **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Maximum Cycle Time **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Maximum Green **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Maximum Green Time (Actuated Signal data) **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Maximum Number of Iterations **Network** tab → Network Data dialog → Section 6.4.1 --- ### Maximum Power **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Merge Analysis Parameters **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Merge from Left / Right Templates **In Sign Control Template group** tab → 2.3, 5.10.6 dialog --- ### Merge Lane Number (Merge Analysis) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Merge Lane Number (Short Lane Data) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Merge Networks **Network** tab → Network Setup tab - Networks Setup group dialog → Section TBI --- ### Merge Type **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Mini Roundabout **See Mini Roundabouts topic** tab → 5.6.3 dialog --- ### Minimum Clearance Time **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Minimum Departures **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.4.1 --- ### Minimum Departures (Merge Analysis) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Minimum Departures (Zebra Crossing Pedestrians Opposing) **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Minimum Downstream Distance (Downstream Short Lane) **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Minimum Downstream Utilisation Ratio (Downstream Short Lane) **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Minimum Green **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Minimum Pedestrian Time (Pedestrian Minimum Time) **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Minimum Phase Time **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Minimum Walk Time **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Minor Phase Actuation **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Movement Classes **Site** tab → Movement Definitions dialog → Section 5.3.1 --- ### Movement Classes (Volume Store) **Site Volumes** tab → Site Bin Setup dialog → Movement Classes → Section 14.2.1 --- ### Movement Exists **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.5.2 --- ### Movement ID **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.3.2 --- ### Movement ID (Pedestrian) **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.1 --- ### Movement ID (Vehicle) **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.3.2 --- ## N ### Negotiation Distance **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Negotiation Radius **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Negotiation Speed **Site** tab → Vehicle Movement Data dialog → Path Data → Section 5.11.1 --- ### Network Analysis Settings **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Category **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Configuration (Modify Network) **Network** tab → Network Configuration dialog → Section 6.2 --- ### Network Cycle Time **Network** tab → Network Timing dialog → Timing Options → Section 6.6.1 --- ### Network ID **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Information **Network** tab → Network Data dialog → Properties → Section 6.4.2 --- ### Network Level of Service Method **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Level of Service Target **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Name **Network** tab → Modify Network dialog → Section 6.2 **Network** tab → Network Data dialog → Section 6.4.1 --- ### Network Output by Routes Options **Network** tab → Network Data dialog → Network Routes → Section 6.4.3 --- ### Network Properties **Network** tab → Network Data dialog → Properties → Section 6.4.2 --- ### Network Scenarios **Network** tab → 15 dialog --- ### Network Templates **Network** tab → Network Setup ribbon - Network Setup group dialog → Section 2.3 --- ### Network Title **Network** tab → Network Data dialog → Section 6.4.1 --- ### Number of Circulating Lanes **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3 --- ### Number of Years (Design Life) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ## O ### Occupancy (Vehicle Occupancy (pers/veh)) **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### OD Movement **See Approach Movement** tab → 5.3.2 dialog --- ### Opposing Pedestrian Factor **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ### Opposing Peds (Signals) **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Opposing Vehicle Factor **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Opposing Vehicle Factor (Merge Analysis) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Optimum Cycle Time (Cycle Time Option) **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 **Network** tab → Network Timing dialog → Timing Options → Section 6.6.3 --- ### Optimum Maximum Green Settings (Cycle Time Option) **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Option for Main Crossing Volume Data **Site** tab → Volumes dialog → Pedestrian Volumes → Section 5.8.3 --- ### Origin - Destination Movement **See Approach Movement** tab → 5.3.2 dialog --- ### Other Roundabout Models (FHWA, HCM 2000, NAASRA 1986) **Site** tab → Roundabouts dialog → Options → Section 5.6.1 --- ### Overflow Lane Number (Approach Short Lane) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ## P ### Parking Manoeuvres **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Passage Time **See Gap Setting** tab → 5.12.3, 6.5.2 dialog --- ### Passenger Car Equivalents **Site** tab → Parameter Settings dialog → Model Parameters → Section 5.14.2 --- ### Peak Flow (Analysis) Period **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Peak Flow (Analysis) Period (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14.2.2 --- ### Peak Flow Factor **Site** tab → Volumes dialog → Pedestrian Volumes → Section 5.8.3 **Site** tab → Volumes dialog → Vehicle Volumes Factors → Section 5.8.2 --- ### Peak Flow Factor (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14.2.2 **Site Volumes** tab → Volumes (Bin) dialog → Pedestrian Volumes → Section 14.2.2 --- ### Pedestrian Actuation **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Pedestrian Average Income **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Pedestrian Cost Parameters **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Pedestrian End Gain **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Pedestrian Level of Service Target **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 --- ### Pedestrian Maximum Time **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Pedestrian Minimum Time **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Pedestrian Movement Data **Site** tab → Pedestrians dialog → Section 5.7.2 --- ### Pedestrian Movements **Site** tab → Pedestrians dialog → Section 5.7.1 --- ### Pedestrian Start Loss **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Pedestrian Time Value Factor **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Pedestrian Timing Data **Site** tab → Pedestrians dialog → Section 5.7.3 --- ### Pedestrian Volumes **Site** tab → Volumes dialog → Section 5.8.3 --- ### Pedestrians **Site** tab → Site Setup ribbon - Add New Site group dialog → Section 5.7 --- ### Percent Opposed by Nearest Lane Only **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.1 --- ### Percent Opposed by Nearest Lane Only (Turn On Red) **Site** tab → Gap Acceptance dialog → Gap Acceptance Data → Section 5.10.3 --- ### Percent Opposing in Merge Lane (Zipper Merge) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Percent Opposing in Short Lane (Zipper Merge) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Percentage Stopping Condition **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Percentile Queue (see: Queue in Output) **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Performance Index **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 **Network** tab → Network Data dialog → Section 6.4.1 --- ### Performance Measure **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 **Network** tab → Network Data dialog → Section 6.4.1 --- ### Phase Actuation (Minor Phase Actuation) **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Phase Editor **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Phase Frequency **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Phase Name **Site** tab → Phasing & Timing dialog → Sequence Editor → Section 5.12.2 **Network** tab → CCG Phasing & Timing dialog → Sequence Editor → Section 6.5.2 --- ### Phase Selector **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Phase Time (optional) **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Phase Time Options **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Phase Transition **Site** tab → Phasing & Timing dialog → Movement Data → Section 5.12.5 **Network** tab → CCG Phasing & Timing dialog → Movement Data → Section 6.5.2 --- ### Platoon Dispersion Model **Site** tab → Parameter Settings dialog → Advanced → Section 5.14.5 --- ### Practical Cycle Time (Cycle Time Option) **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → Network Timing dialog → Timing Options → Section 6.6.3 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ### Practical Degree of Saturation **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Priorities **Site** tab → NA dialog → Section 5.9 --- ### Properties (Network Attributes) **Network** tab → Network Data dialog → Properties → Section 6.4.2 --- ### Properties (Site Attributes) **Site** tab → Intersection dialog → Properties → Section 5.2.2 --- ### Pump Price of Fuel **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ## Q ### Queue Detector Setback Distance **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Queue in Output (previously: Percentile Queue) **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 --- ### Queue Space **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ## R ### Ratio of Running Cost to Fuel Cost **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Red-Arrow Drop Off **Network** tab → CCG Phasing & Timing dialog → Movement Data → Section 6.5.2 **Site** tab → Phasing & Timing dialog → Movement Data → Section 5.12.5 --- ### Reference Phase **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Results For (Design Life / Flow Scale / Sensitivity) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1, 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Right-In Right-Out Templates **In Sign Control Template group** tab → 2.3, 5.10.6 dialog --- ### Road Name (Approach Name) **Site** tab → Intersection dialog → Section 5.2.1 --- ### Roundabout **Site** tab → Site Setup tab - Add New Site group dialog → Section 5.6 --- ### Roundabout Data **Site** tab → Roundabouts dialog → (Multiple tabs) → Section 5.6 --- ### Roundabout LOS Method **Site** tab → Roundabouts dialog → Options → Section 5.6.1 --- ### Roundabout Metering Settings **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Roundabout Model Options **Site** tab → Roundabouts dialog → Options → Section 5.6.1 --- ### Route Configuration (Modify Route) **Network** tab → Route Configuration dialog → Section 7.2 --- ### Route ID **Network** tab → Route Data dialog → Section 7.1.1 --- ### Route Level of Service Method **Network** tab → Route Data dialog → Section 7.1.1 --- ### Route Name **Network** tab → Route Data dialog → Section 7.1.1 --- ### Route Output Option **Network** tab → Route Data dialog → Route Settings → Section 7.1.2 --- ### Route Title **Network** tab → Route Data dialog → Section 7.1.1 --- ### Routes for Offset Calculation **Network** tab → Network Timing dialog → Signal Offsets → Section 6.6.2 --- ## S ### Saturation Flow Rate (Pedestrians) **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ### Saturation Flow Rate (Vehicles) [Basic Saturation Flow] **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Saturation Speed **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Scale Factor - Lower Limit (Flow Scale / Sensitivity) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1, 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Scale Factor - Upper Limit (Flow Scale / Sensitivity) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1, 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Scale Factor Increment (Sensitivity) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Scenario ID, Scenario Name **Site** tab → Site Scenarios dialog → Section 15.1 **Network** tab → Network Scenarios dialog → Definitions → Section 15.1 --- ### Segment ID **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Segment Length **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Select Routes **Network** tab → Network Data dialog → Network Routes → Section 6.4.3 --- ### Selected Sequence (For Editing) **Network** tab → CCG Phasing & Timing dialog → Sequences → Section 6.5.2 **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 --- ### Send to Back **Network** tab → Modify Network dialog → Section 6.2 --- ### Sensitivity Analysis **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Sequence Name **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 **Network** tab → CCG Phasing & Timing dialog → Sequences → Section 6.5.2 --- ### Sequences **Site** tab → Phasing & Timing dialog → Section 5.12.1 **Network** tab → CCG Phasing & Timing dialog → Section 6.5.2 --- ### Short Lane Capacity (Calibration Options) **Site** tab → Lane Geometry dialog → Lane Data → Section 5.4.3 --- ### Short Lane Colour (Layout) **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Short Lane ID **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Short Lane Length **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Short Strip Island **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Show Secondary Platoons (Time-Distance Display Option) **Network** tab → Route Data dialog → Route Settings → Section 7.1.2 --- ### Sign Control **Site** tab → Site Setup tab - Add New Site group dialog → Section 5.1 --- ### Signal Analysis Method **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 **Network** tab → CCG Phasing & Timing dialog → Sequences → Section 6.5.2 --- ### Signal Coordination **Network** tab → Network Timing dialog → Coordination → Section 6.6.1 **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Signal Offset Definitions **Network** tab → Network Timing dialog → Signal Offsets → Section 6.6.2 --- ### Signal Offsets **Network** tab → Network Timing dialog → Section 6.6.2 --- ### Signalised Slip/Bypass Lane Crossing **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Signals **Site** tab → Site Setup tab - Add New Site group dialog → Section 5.1 --- ### Site / CCG Phase Times (Cycle Time Options) **Network** tab → Network Timing dialog → Timing Options → Section 6.6.3 --- ### Site Bin Setup **Volume Store** tab → Site Volumes tab - Project Pane - SITE BIN INPUT dialog → Section 14.2.1 --- ### Site Category **Site** tab → Intersection dialog → Section 5.2.1 --- ### Site ID **Site** tab → Intersection dialog → Section 5.2.1 --- ### Site Information **Site** tab → Intersection dialog → Properties → Section 5.2.2 --- ### Site Level of Service Method **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 **Network** tab → Network Data dialog → Override Site Data → Section 6.4.2 --- ### Site Level of Service Target **Site** tab → Parameter Settings dialog → Options → Section 5.14.1 --- ### Site Name **Site** tab → Intersection dialog → Section 5.2.1 --- ### Site Properties **Site** tab → Intersection dialog → Properties → Section 5.2.2 --- ### Site Scenarios **Site** tab → 5.8, 15 dialog --- ### Site Templates **Site** tab → Site Setup ribbon - Add New Site group dialog → Section 2.3 --- ### Site Title **Site** tab → Intersection dialog → Section 5.2.1 --- ### Slip/Bypass Lane Control **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Slip/Bypass Lane Crossing **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Slip/Bypass Lane Width **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Staged Crossing (Main Crossing) **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Staged Crossings at Unsignalised Intersections **See "Two-Stage Crossings" in Site Templates and Network Templates.** tab → 2.3, 5.10.6, 9.4.3, 9.4.5 dialog --- ### Standard Class **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### Start Loss **Site** tab → Pedestrians dialog → Pedestrian Timing data → Section 5.7.3 **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Stop Line Setback Distance **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 --- ### Stopline Travel Time **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Strip Island Fill Style **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ## T ### Time Value Factor **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Time-Distance Display Options **Network** tab → Route Data dialog → Route Settings → Section 7.1.2 --- ### Traffic Signal Data **Site** tab → Phasing & Timing dialog → (Multiple tabs) → Section 5.12 **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 **Network** tab → CCG Phasing & Timing dialog → (Multiple tabs) → Section 6.5.2 **Network** tab → Network Timing dialog → (Multiple tabs) → Section 6.6 **Route** tab → Route Settings dialog → Section 7.1.2 **Route** tab → Interactive Offsets dialog → Section 7.2 --- ### Turbo Island **Site** tab → Roundabouts dialog → Roundabout Data → Section 5.6.3, 5.6.9 --- ### Turbo Roundabout **Site** tab → Site Setup tab - Add New Site group dialog → Section 5.6.3, 5.6.9 --- ### Turn On Red **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Turn On Red (Gap Acceptance Data) **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 --- ### Turn Radius **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Turning Vehicle Effect **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Turning Vehicle Factor **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Two-Stage Crossings at Unsignalised Intersections **In Site Templates and Network Templates.** tab → 2.3, 5.10.6, 9.4.3, 9.4.5 dialog --- ## U ### U-Turn Before Intersection **Site** tab → Movement Definitions dialog → Approach Movements → Section 5.3.2 --- ### Undetected Movement **Site** tab → Phasing & Timing dialog → Movement Data → Section 5.12.5 **Network** tab → CCG Phasing & Timing dialog → Movement Data → Section 6.5.2 --- ### Unit Extension **See Gap Setting** tab → 5.12.3, 6.5.2 dialog --- ### Unit Time for Volumes **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 --- ### Unit Time for Volumes (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14 --- ### Unsignalised (Zebra) Slip/Bypass Lane Crossing **Site** tab → Pedestrians dialog → Pedestrian Movements → Section 5.7.1 --- ### Use Constant Number of Years **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Use Constant Scale Factor (Flow Scale / Sensitivity) **Site** tab → Site Demand & Sensitivity dialog → Section 5.13.1, 5.13.2 **Network** tab → Network Demand & Sensitivity dialog → Section 6.7 --- ### Use for Pedestrian Staging **Site** tab → Lane Geometry dialog → Lane Configuration → Section 5.4.1 --- ### Use Multi-Sequence Analysis **Network** tab → CCG Phasing & Timing dialog → Sequences → Section 6.5.3 **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 --- ### User Class **Site** tab → Movement Definitions dialog → Movement Classes → Section 5.3.1 --- ### User Offset **Network** tab → Network Timing dialog → Coordination → Section 6.6.1 --- ### User Speed Efficiency - Level of Service Method **Network** tab → Network Data dialog → Settings → Section 6.4.2 --- ### User-Given Cycle Time (Cycle Time Option) **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 **Network** tab → Network Timing dialog → Timing Options → Section 6.6.3 --- ### User-Given Phase Times (Cycle Time Option) **Site** tab → Phasing & Timing dialog → Timing Options → Section 5.12.4 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Timing Options → Section 6.5.2 --- ## V ### Variable Phase **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ### Variable Phasing Analysis **Site** tab → Phasing & Timing dialog → Sequences → Section 5.12.1 **Network** tab → Phasing & Timing dialog → Sequences → Section 6.5.2 --- ### Vehicle Cost Method **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Vehicle Cost Parameters **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Vehicle Length **Site** tab → Vehicle Movement Data dialog → Calibration → Section 5.11.2 --- ### Vehicle Mass **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Vehicle Maximum Power **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Vehicle Movement Timing Data **Site** tab → Vehicle Movement Data dialog → Signals → Section 5.11.3 --- ### Vehicle Occupancy (pers/veh) **Site** tab → Volumes dialog → Vehicle Volume Factors → Section 5.8.2 --- ### Vehicle Occupancy (pers/veh) (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volume Factors → Section 14 --- ### Vehicle Operating Cost **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Vehicle Parameters (Fuel & Emissions) **Site** tab → Parameter Settings dialog → Fuel & Emissions → Section 5.14.4 --- ### Vehicle Time Cost **Site** tab → Parameter Settings dialog → Efficiency & Cost → Section 5.14.3 --- ### Vehicle Volume Factors **Site** tab → Volumes dialog → Section 5.8.2 --- ### Vehicle Volumes **Site** tab → Volumes dialog → Section 5.8.1 --- ### Volume Data Method (Vehicles) **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 --- ### Volume Data Method (Vehicles) (Volume Store) **Site Volumes** tab → Volumes (Bin) dialog → Vehicle Volumes → Section 14 --- ### Volume Data Settings for Site **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 --- ### Volumes **Site** tab → Site Project Pane - SITE INPUT dialog → Section 5.8 --- ### Volumes (Bin) **Volume Store** tab → Site Volumes tab - Project Pane - SITE BIN INPUT dialog → Section 14 --- ### Volumes (Pedestrians) **Site** tab → Volumes dialog → Pedestrian Volumes → Section 5.8.3 --- ### Volumes (Vehicles) **Site** tab → Volumes dialog → Vehicle Volumes → Section 5.8.1 --- ## W ### Walk Time Extension **Site** tab → Pedestrians dialog → Pedestrian Timing Data → Section 5.7.3 --- ### Walking Speed (Average) **Site** tab → Pedestrians dialog → Pedestrian Movement Data → Section 5.7.2 --- ## Y ### Yellow Time **Site** tab → Phasing & Timing dialog → Phase & Sequence Data → Section 5.12.3 **Site** tab → Roundabouts dialog → Roundabout Metering → Section 5.6.10 **Network** tab → CCG Phasing & Timing dialog → Phase & Sequence Data → Section 6.5.2 --- ## Z ### Zebra Crossing Analysis Parameters **Site** tab → Gap Acceptance dialog → Settings → Section 5.10.3 ---