Determine the capacity of the lane group described in Problem 10-4 if the effective green time for this movement is 35 sec and the total cycle length is 60 sec. pron 4:
Determine the adjusted saturation flow rate for a lane group comprised of one lane for the through movement, under the following conditions: Base rate = 1900 pc/h/ln Lane width = 11 ft
Heavy vehicles = 4% of the traffic stream
Approach grade = + 3%
No on-street parking
No bus stops Bicycle and pedestrian traffic conflicting with this lane group is negligible
Intersection is in a central business district