Transportation Design Problem 1 - Determine passing sight distance for a crest vertical curve:

Given a crest vertical curve connecting an ascending grade of 5% to a descending grade of 3%. If the PVC is at station 23+00 and the PVT is at station 38 + 00, what is the required passing sight distance.
1.
From the transportation submenu open the passing sight distance crest vertical curve calculation, CrstVrtCrvPassS.aspx. Input the "Title" of the calculation, the "Designer/Checker" information and the variables.  LC = 3800 - 2300 = 1500 feet. Click on the "Calculate" button. Read the results. The minimum passing sight distance is 724.57 feet.





2. Summary
The minimum passing sight distance is 724.57 feet.

 




Start Using The Calculations >>> Become A Member Now!