I am trying to get excavation cut and fill quantities for a project. There will be a section of the terrain that will be cut and then there will be a fill placed on top of that. I'm trying to figure out what tools to use to achieve this. Would I create…

Hello, I am having this issue with my slope tie ins. I am using the FDOT end conditions. Cut & Fill to R/W on the right and Cut & Fill on the left. I first added the Cut & Fill to R/W end condition on the right and it is working as it is supposed to…

I'm working on a project that features a station equation and have created a corridor for it. When I cut cross sections everything runs great up until the station equation. After the equation my proposed cross sections cut from the DTM my corridor…

The FDOT Plan Development does not have any direction on cutting cross sections for drainage structures and for Drive ways. Can you still use the old patter to cut cross sections and the models?

I'm working in SS4 and created a proposed model and proposed cross sections. There is a lot of detail modeling to I'm trying the alternative labeling method. I have added all the feature names to the proposed cross sections. I then opened the Cross section…

I am using SS4 for cross sections. I have a T- intersection the cross section at the major street at the intersection is done, the minor I have to do some reconstruction and then milling and resurfacing. In the old Geopak I just had station limits. ei…

In the old geopak the shape superelvation was used to crate plateau intersection. In SS4 is the recommended practice the same? Also if there is a model with a super elevation section can this be modified (extended or shrink) to make room for the plateau…

Is there a way to get the corridor modeling XS labeler to label negative cross-slopes (i.e. normal crown) as "-2.00%"? In near-flat cross-slope situations it is very difficult to tell which way the pavement is sloping (other than comparing elevation labels…