Drumchaser
Civil/Environmental
- Aug 27, 2008
- 330
I used to do layout early in my career, before I got lazy.
I have always dreaded skewed bridges, and has been quite some time since I have visited this. The Plans include a Begin Bridge Elevation at each end (Fin. Grade) and include the bearing seat elevations. (this is standard in our plans) Excluding the use of Microstation or a CAD type system I have always used triangles to check the seat grades and calc. the top of shaft or piling elevations. The problem is this is very time consuming and apparently not too exacting. The PGL rise or fall vs. the cross slope of the structure...and of course the CL of rdwy. is not the CL of the Bridge. There has to be an Excel spreadsheet or program where data is input and the relationships between the angles and distances are expressed more easily. I hope I have made this clear as mud.
I have always dreaded skewed bridges, and has been quite some time since I have visited this. The Plans include a Begin Bridge Elevation at each end (Fin. Grade) and include the bearing seat elevations. (this is standard in our plans) Excluding the use of Microstation or a CAD type system I have always used triangles to check the seat grades and calc. the top of shaft or piling elevations. The problem is this is very time consuming and apparently not too exacting. The PGL rise or fall vs. the cross slope of the structure...and of course the CL of rdwy. is not the CL of the Bridge. There has to be an Excel spreadsheet or program where data is input and the relationships between the angles and distances are expressed more easily. I hope I have made this clear as mud.