Hi all, I have a corridor of 4 Lane divided carriageway and I need to create a lane slopes report @ 10m interval. I ran the station base report . The camber/Lane slope in reports is calculating from centerline "CL" to carriageway edge "EOP" which is…

Anyone know what would cause this component to become unattached? The template doesn't show this, but when generating dynamic sections as well as actual sections it is just floating there.

Good morning / evening / afternoon all, I was wondering if there was a way to have a template target a surface twice when creating a component. I have a project where we're filling in part of a ditch between two embankments, but there's a…

Hi, I was wondering if anyone had a good guide on the rules area of the template? We are having a bit of trouble with multipul rules for components. Any help would be mush appreciated. Thanks,

I am using Inroads Suite XM Edition. When I create my cross sections I notice that my proposed surface, in many cases, does not actually meet the existing ground surface like it should. In roadway modeler, the section views all look correct, but in the…

I'm having an issue with EC Rounding. The attached Pdf explains my problem. The blue line represents a normal EC without rounding, defined at a given slope (Say 25%). When I add rounding, the result I get looks something like the Red line. This isn't…

Running InRoads V8i - When running the PGL along either edge of a single lane ramp, what is the best method for creating superelevation? The wizard requires three points and to specify two or four lanes. If I simply create control lines for the left and…

I apologize ahead of time for my poor description of what I am about to ask... Is there a way in InRoads to take an exsisting DTM surface and create a template from it? We have a ditch running paralell to our road and are needing survey layout at 50…

I am receiving an element template exception message when I change the template general properties. Anyone know why?

This question came about when I was trying to use Parametric Constraints to get a pavement cross slope to warp from the 2% proposed design and then tie into the existing slope of 1.5% over a certain station range. When I entered the 1.5% value, it automatically…