KevTen
Civil/Environmental
- Jun 9, 2009
- 3
My question is regarding the design of intersections in steep terrain and meeting all Americans with Disabilities Act (ADA) requirements. I have not seen a great deal of practical documentation regarding real world design of intersections that meet ADA requirements. Some local regulatory agencies have begun to scrutinize the design of intersections in light of ADA. The problem we are having is with the recommendation to “table” intersection so the crosswalk cross slopes do not exceed 2%. For example, suppose you have an 8.0% longitudinal slope on the main street; when you cross the street at the intersection, this 8.0% slope is now the cross slope of the crosswalk; which is “unacceptable”. To avoid this steep sidewalk cross slope, a flat or tabled section of the entire intersection is created. On the main street, ASSHTO guidelines for vertical alignment are followed. However, I can’t find much information regarding allowable design parameters for the stop controlled cross street. For instance, can the cross slope of the main street (2%) and break behind the crosswalk for the approaching street and if so what algebraic difference is allowable. Second, what is a reasonable tangent landing prior to a vertical curve? Third, since this is a stop controlled intersection, what would be an allowable K value? Because it is stop controlled the approach speed is minimal so wouldn’t a lower K value be allowable? Please see the attached a sketch. Any insight would be very helpful and appreciated.