I am looking for safety or traffic flow improvement research/information regarding turn arrow programming.
Setup: East/West major interstate intersecting a minor North/South road with little in either direction. E/W highway has a seperate lane on each side for E/W turning controlled by a turn arrow indicator. Previously both turning lanes would (even when unoccupied) be green before E/W traffic commenced.
A new change has made the E-bound lane turn arrow green along with E-bound traffic only. After 8 seconds or so the E-N turn arrow is red and W-bound traffic begins. The E/W-bound stays green for up to 4 minutes and finally the W-South arrow greens as the E-bound traffic is Red. After the alloted time the N/S traffic greens and the cycle repeats.
Why would this type of change be made? Is it safety related? Traffic flow?
I have noticed this type of pattern being used at intersections of major highways…but why in this instance?