ckissick
Geotechnical
- Jul 12, 2006
- 26
I'm looking at a newly-built driveway that was built too steep. (The driveway goes DOWN to the garage.) The garage was supposed to be at 282.5 foot elevation, but was built at 280.5 feet. Now, the driveway is too steep to get a car in the garage. (I was hired after construction to fix the problem created by someone else.)
Long story short: If the driveway is 20%, and I want a 2% grade in front of the garage, what should be the vertical curve radius between the two gradients to avoid scraping a bumper? I can only find discussions on designing vertical curves based on the speed of the car and line-of-site distance - these don't apply here.
Long story short: If the driveway is 20%, and I want a 2% grade in front of the garage, what should be the vertical curve radius between the two gradients to avoid scraping a bumper? I can only find discussions on designing vertical curves based on the speed of the car and line-of-site distance - these don't apply here.