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