Road Reconstruction Project

[Anonymous]

Hello everyone!

I'll try my best in English. 

Here's a situation: I have a highway which has lots of cracked places and longitudinal and transversal deformations. So we need to make reconstruction project. My question is related with subassembly and corridor:

Should I create two corridors? One for existing road and the other for reconstruction if I want to compute materials? Or I need to create right assembly to do that? If assembly is the answer then which one should I use, from rehab tab? Forgot to mention that we have not only mill the asphalt but also take off everything under it till the roadbed.

Maybe someone can suggest some examples or videos, I would be grateful for that. 

Cheers!

[mesz]

Hello Jakutiz,

Have you found the solution back then for your question? How have you proceeded further in your design? Have you been able to calculate materials? I'm trying to find the solution for the same problem.

Thank you,

David

[Joe-Bouza]

PLAN, PROFLE, SECTION repeat...

I suggest the OverlayMill2 sub set to the appropriate milling depth and roadway characteristics.
I start with a broad interval, following E.G. and evaluate sections
Extract the cl profile and finess, begin to tighten the frequency: PLAN, PROFLE, SECTION repeat...

As for an existing corridor IMHO it is more then required ... that's what unclassified excavation should cover. I will say that you existing TIN should be as close to perfect as can be.

PLAN, PROFLE, SECTION repeat...
PLAN, PROFLE, SECTION repeat...

[Joe-Bouza]

Material calculations can be accomplished by computing materials tool