I'm using Power Geopak V8i SS10. Very new user. I am attempting to model depressed approaches into my design and need some help. I've attached screenshots to aid. I attempted to create a civil cell of the approach (a simple approach at that) and I…

Bonjour Je suis en train d'essayer les transition de corridor j'ai coupé un corridor simple : J'ai édité le profil type du deuxième tronçon et j'ai changé la longueur du haut de la digue, je suis passé de 2 m à 5 m Je créé une transition : elle…

Hi, I come across a problem with transition between EC solutions. For some reason the transition mesh is not created correctly even though the 3D linear elements are continuous (I achieved it by assigning feature name override). It looks like mesh transition…

I'm using SS2 and Inroads 8.11.07.615. I'm working on fixing some discrepancies in my road surface. I've deleted some unwanted subgrade components from the templates, but pieces of the unwanted components show up in the transition. After examining the…

I am working in Geopak SS4. Is it possible to adjust the percent of superelevation within the curve without having to manually change the station ranges of the begin, end stations for the superelevation. It appears the program is setting 15% of the superelevation…

Hi, I've been trying to do a transition between to templates, but is seems that it does not work. Are there any limitations or requirements when you do a transition? The length for the transition I am trying to model is 7.5m. If I use a longer one…

Hi, I would like ask for help with understanding transition functionality available under End Condition Exceptions. I have two end conditions that differ significantly: embankment and embankment with benching. I’m trying to introduce a transition over…

Hi, I am using MX Road V8i, SS2. I had problem when I am doing Horizontal alignment Design using Menu - Design/Alignment. I was trying to apply transition between Compound Curves (R1=1000,L1=172.972; R2=500,L2=80.947). Its Like CURVE1-START TRANSITION…