The Jones Hole Road alignment traverses mountainous topography and relatively steep grade and elevation changes (5,600 to 7,300 feet) and numerous switchbacks for approximately the western 10.7 miles.  Shannon & Wilsons geotechnical investigation consisted borings through the pavement structure at 1-mile intervals with a few additional borings as specified distress locations as well as pavement cores at 1/4-mile intervals.  The primary rehabilitation considered for the roadway consists of full depth reclamation (FDR) and cement treated FDR the specified destress locations.