Geopak V8i Superelevated cross sections are not smooth, any idea why?
As you can see below, in the areas where my cross sections are superelevated, this is what they look like. Specifically this is how they look in-between each of the stations I defined in the excel import file. Is this normal?
Here are the properties…
Inroads V8i SS2 end condition exception with superelevation doesn't work
first the product details as i am using older version
Microstation V8i SS3 V-08.11.09.714
Inroads V8i SS2 V-08.11.07.566
Problem:
I have created a model for an realignment road works. I have a location where I want different end condition solution…
Already Superelevated at the beginning of alignment
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…
Roadway Designer - pavement warping vs. superelevation
I am new to Geopak Corridor Modeler and am struggling with superelevation. Actually, pavement warping would be a better description. I have stations and cross slopes at exact locations for how we want the pavement to tip and where; at the beginning of…
[Inroads v8i] Superelevation sections problem
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: Superelevation doesn't work with Display Rules
Our superelevation control is applied to the EOPs of our top layer of pavement. The lower layers of pavement are constrained with a slope equation equating to the slope of the top layer. So, these slopes are constrained back to the point controlled point…