ardnas
Civil/Environmental
- Jan 6, 2004
- 1
looking for recommended maximum slope change over given distance for a crest to prevent industrial truck support jacks or under carrage from hanging up. site distance is not an issue. low speed on-site semi and ash hauling trucks. search so far on internet and aashto has not provided sufficient information.
building a bridge over a pipe rack with severely limited approach and departure, 5 feet 7 feet down with 25 foot long bridge platform built with vertical curve incorporated in deck. 6% up and 6% down. need to define how long curve needs to be to prevent bottoming out.
respectfully submitted.
building a bridge over a pipe rack with severely limited approach and departure, 5 feet 7 feet down with 25 foot long bridge platform built with vertical curve incorporated in deck. 6% up and 6% down. need to define how long curve needs to be to prevent bottoming out.
respectfully submitted.