ACtrafficengr
Civil/Environmental
- Jan 5, 2002
- 1,641
I'm using (or attempting to use) Land Desktop 2004.
Looking at the cross sections, we have a 1:3 slope at Station 30+00, and a 1:1.5 slope at 30+50. Can LD find the point where the side slope exceeds 1:2, or should I generate sections every 10 feet?
This is a very low volume rural road (AADT = 300), so I don't want to waste money on rail that I don't need. After all, AASHTO has stated that rail is not usually cost effective for AADTs below 400.
Thanks!
"...students of traffic are beginning to realize the false economy of mechanically controlled traffic, and hand work by trained officers will again prevail." - Wm. Phelps Eno, ca. 1928
"I'm searching for the questions, so my answers will make sense." - Stephen Brust
Looking at the cross sections, we have a 1:3 slope at Station 30+00, and a 1:1.5 slope at 30+50. Can LD find the point where the side slope exceeds 1:2, or should I generate sections every 10 feet?
This is a very low volume rural road (AADT = 300), so I don't want to waste money on rail that I don't need. After all, AASHTO has stated that rail is not usually cost effective for AADTs below 400.
Thanks!
"...students of traffic are beginning to realize the false economy of mechanically controlled traffic, and hand work by trained officers will again prevail." - Wm. Phelps Eno, ca. 1928
"I'm searching for the questions, so my answers will make sense." - Stephen Brust