Engineering Study
An engineering study should be conducted to determine the
appropriate left-turn signal control mode for signalized intersections.
The study should consider left-turn volumes, crash history, 85th percentile
(posted) speed, sight distance, number of left-turn lanes, number
of opposing through lanes, pedestrian volumes, and opposing through
volumes. Additionally, intersection geometry can affect the selection
of the left-turn signal control mode. Intersections with wide medians, conflicting
turning paths, non-standard alignments, etc., are also factors in
determining left-turn signal mode.
There are many sources for determining left-turn control mode.
Two flow charts obtained from recent research projects that may
be used as an aid in determining the appropriate left-turn control mode
are shown below.
- Figure 62: “Decision-Making Flowchart for Selecting Left-Turn Signal Control Mode,” FHWA/TX-09/0-5840-1, , Authors: Lei Yu, Yi Qi, Hongxi Yu, Lei Guo and Xin Chen.
- Appendix A, Figure A-6. “Guidelines for Determining Left-Turn Operational Mode,” FHWA/TX-11/0-6402-P1, . Authors: J. Bonneson, S. Sunkari, M. Pratt, and P. Songchitruksa.