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Our forums on Land Surveyors United are here to be used as much for finding help with problems in the field as the are for you to express your opinions on anything that has to do with land surveying in general. Feel free to share anything that is on your mind, as long as it isn't meant to damage another member's reputation. Please keep it clean and help insure that everyone has the opportunity to enjoy the benefits of being part of a community that grows together.
We are committed to allowing freedom of expression for all of our members, and that includes maintaining a safe space for people with opposing views to express themselves. We get posts from all over the country and even the globe, so needless to say, people come with different viewpoints on lad surveying practices and processes. We see this diversity and variety as a real strength-- dialogue and debate are an integral part of the educational process, as well as an important tool in exploring different sides of complex issues.
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Replies
Dear George bouillon,
Since i am out of station i can not see your post.Now i have seen your problem,In this case you have to take help of road related software.Since it is in auto cad you can bring it road software. I am using road estimator software which is indian software.In your area you can get road related software.Kindly try for that and solve your problem.
With regards
Tuhin mukherjee
Dear George bouillon,
Do you solve your problem?.Are you measured in chainage interval such as 15meter or 30 meter .Are Your client ask for long section or cross section drawing.From your auto cad drawing you can bring it your any survey software and do contour.At each chainage you take cross section by profile on contour.And extract chainage crosssection offset data and convert it csv file.After that any road related software you bring the csvdata. and do the cross section.Kindly reply to me if you think.
Thanking you.
With regards
Tuhin mukherjee