Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of precast. when doing haunch tables and deck thickness tables those are typically provided at 10th points along the CLBRG span, not along the beam span. So an option to change where the camber is up from (CLBRG vs end of precast) and where the 10th points are taken from (CLRBG Span vs. precast span) would allow more flexibility and better accuracy in our plans.