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Point Control lock to to start and lock to end option should honor the corridor start and end limits

Actually , the lock to start and lock to end stations are defined by the start and end of alignment or feature the corridor it is based on. This makes the point control handles (in the 2d view) to be outside the corridor limits when the corridor i...
almost 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Openroads Drainage - HGL versus Headwater Analysis for Headwalls Inletting into a Storm Sewer System

Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally KYT...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

ORD Drainage - Show actual Tc versus Tc Minimum

Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Dynamic Cross Section View should honor point control secondary alignments

I'd like temporary dimensions to report normal to secondary alignments
almost 2 years ago in Modeling / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Don't duplicate densification of template drops

When defining model requirements, we want to define the template drop interval and a stroking distance to densify template drops through vertical and horizontal curves. This will insure that models are designed to meet construction standards and s...
about 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer 2 Future consideration

SUDA - Spread Slope

Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review

Cross section view should show Point name of a template drop

when using the point control function. It is expected to see the names of points of a template drop in the cross section view. This would be utilized when using the point control function.
almost 2 years ago in Drawing Production / OpenRail Designer / OpenRoads Designer / OpenSite Designer 3 Already exists

Parametric Constraints Labels Stations Overlaps

Is there a way we can see if there is an overlap in the stations in parametric constraints labels? Like in InRoads, it highlights in orange color if there is an overlap in stations with same labels. This will help and save lot of design time, if t...
about 1 year ago in Modeling / OpenRail Designer / OpenRoads Designer / User Interface 0 Future consideration

Separate geometric ratios summary from stress ratio summary

OpenBridge LEAP Steel Summaries include geometric ratios (like 6.10.7.3-1) together with stress ratios. This is not helpful, as that ratios is not a real demand/capacity ratio, therefore when that geometric value of "performance ratio" is high, it...
3 months ago in OpenBridge Designer / Reports 0 Future consideration

Retaining turnouts when horizontal alignments are dropped.

Currently when an alignment is dropped (no longer complex) all associated turnouts delete entirely and any geomtery created from these turnoiuts is also deleted. This is a big issue when optioneering, or when working on a scheme with lots of turno...
almost 2 years ago in Geometry / OpenRail Designer 2 Future consideration