Design Cross Slope report values is not matching.

lalit chandra

I am trying to generate cross slope report @ 10 m interval by station base or station offset report but i am not getting appropriate values of cross slope in report. It seems correctly in cross-section view. Am missing something ?? Images is ready for…

Super Elevation Outputs and STA/OFF report - issue with STAs (not rounded to +00)

Mo Almothffar

This is what I get when run The Station-Offset / Station Base-Offset reports for every 10'. you see at some point i don't get that rounded number and start getting weird ones, any thoughts on how to fix the intervals to get every rounded 10'?

Powerinroads design speed for superelevation can not choose below 50 km/h

xinmh

I want use the" AASHTO 2001 emax6 Dual metric.srl" file to do superelevation, but the design speed for superelevation can not display for choose below 50 km/h, but the file list all the speed, does any body know how to show the 40km/h speed for use? …

InRoads SS2 Parametric Constraints

Cody Trabert

SR 837 Parametric Constraints.xlsx I am new to using Parametric Constraints as I have always used the superelevation tools and the point controls in order to adjust widening/superelevation for my corridors. Whenever you use parametric constraints…

How can you apply a state's standards for superelevation to InRoads most effectively? Creation of .sup, manual entry of calcuted points, etc

Matthew Rowe

I have the state DOT standards for superelevation and understand how to calculate all the needed information for the curves, but I am new to InRoads and would like to know the most effective way to apply these standards to the software platform. Any input…

Already Superelevated at the beginning of alignment

Saeed Hasan

Hi all, this is the 1st superelevation I am doing and its a tricky one. The alignment is a diversion road between two points of an existing road and it starts with a +ve 3% super elevation and connects to the other end with same +ve 3% super and there…

Answered

Re: Template and superelevation

Tim Clark

When you have your "template1" open in the template editor, click the "Test" button down in the lower right. You will get a message that says "Warning: this template has end condition priority conflicts." You'll need to go through each…

Superelevation - point constraints between two sections, independent subgrade superelevation

Adam Wieczorek

Hi all, I faced the following problem: There are two superelevation sections in my task - one for top layer and the second one for subgrade. These two layers are superelevated toogether (point constraints in template definition) till top layer reaches…

[Inroads v8i] Superelevation sections problem

Adam Wieczorek

It seems that either there is a bug or I miss something in superelevation tool in roadway designer. I use wizard (ig. table method), adding sections and solviing overlaps - the superelevation is defined. Then I want to revise my superelevation's section…

Re: Inroads XM: Runoff lengths are wrong

Tim Clark

Thanks for your time helping me with this Thomas, I figured out that setting the Maximum Delta G value is essential. This value should come from AASHTO2004 table 3-30, and is 0.44 for my road, not 1.0. I had disregarded it because I wasn't sure…

Re: inroads: superelevation (profile annotation)

Jason W. Smithey [Bentley Civil]

Piotr, Do you have Display Positive and Negative Superelevation toggled on the Superelevation leaf of the Annotate Profile command? Thanks, Jason Smithey

Inroads XM: Runoff lengths are wrong

Tim Clark

I'm using the AASHTO superelevation wizard, and after creating a superelelvation section, Inroads calculates the runoff length incorrectly. In this example, for a 6.4% superelevation, it thinks the runoff should be 34.56 m. I want it to be 79 m, which…