There is currently no way to view what cant ratios and related cant values the software is applying to the alignment. Nor is there an option to change the maximum and minimum values applied. The software should have an option to amend the followin...
Adding a toggle option to control superelevation section automatic recalculation
Providing a toggle to control the automatic recalculation of superelevation values when the alignment it is dependent on is revised will help limit re-work needed to customize the superelevation values for a project. Exporting and reimporting supe...
Edit Begin and End Support for Deck and Beam Groups
Let's say there are 4 spans and the user defines a bridge with 5 supports and the deck and beam groups run from support 1 to support 5. Then the engineer learns that we don't want this long of a bridge, only 3 spans. Please add the ability to chan...
It would be amazing if we could utilize our own grate spacing for calculating the head on inlets. KYTC has several grates that don't quite match with what is in the delivered system, and this may affect the depth of the head on the inlet.
At KYTC we like to show the vaults of drainage structures, in order to do that S&S drew them for us. ORD does that in 3D, however, we turn the 3D off when producing plans. It would help in the case that we could point to two cells (one that ma...
The cross section slope annotation function needs a lot of work to make it more flexible for users. What about having a property on components in the ITL that would trigger slope annotation of the top mesh portion of any component. This could be a...