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Mn/DOT Traffic Signal Timing and Coordination Manual <br />Question 6 does Include a threshold volume of 240 vph for the subject left turn. However, if the opposing <br />through volume is low, apply engineering judgment to determirie If Fi'A operation could be used even if <br />the left turn volume exceeds 240 vph. <br />if permissive FYA operation is allowed, protected/permissive operation may be investigated. The decision <br />to use protected/permissive operation should be based on a capacity analysis. <br />Definitions <br />✓ Protected only left turn operation: signal phasing that allows left turn movements to only be made <br />on an exclusive phase (green arrow). <br />✓ Conflicting Left Turn Paths: At some locations geometric constraints at the intersection cause the <br />paths of opposing left turn vehicles to cross as overlap creating a conflict. An example is an <br />approach that crosses a divided roadway with a wide median. in these locations, it may be necessary <br />to operate the left turns In a lead -lag sequence or a split phase sequence, not allowing simultaneous <br />opposing left turns. This operation will require protected left turns. <br />✓ Opposing through lane (conflict): The opposing through lanes are the lanes across from, and in <br />conflict with, the left turning vehicle. Multiple lanes make it difficult for a driver to evaluate gaps in <br />oncoming traffic. An opposing separate right turn lane will typically not be counted with opposing <br />through lanes unless engineering judgment Indicates that the lane configuration and number of <br />right turns will cause conflicts with the left turn movement. <br />✓ Limited Sight Distance (Requirements): The minimum sight distance values necessary for the design <br />vehicle volume to complete the turn movement. Distance should be calculated from the stop bar <br />for the mainline left turning vehicle. Measurement is based on travel path, speed, and acceleration <br />vehicle height. Both the sight distance for passenger vehicles and trucks should be checked using <br />heights and distance requirements per the AASHTO Geometric Design Guide. The current reference <br />at time this manual was prepared is the 2004 Guide, Chapter 9, Exhibit 9-67). <br />✓ Dual Left Turn Lanes: Multiple left turn lanes may consist of exclusive left turn lanes or a <br />combination of exclusive left turn lanes and lanes that are shared by through and left turning traffic. <br />Both the dual lane and the left turn lane opposing this operation are suggested to operate with <br />protected phasing. Left turn lanes without opposing traffic, such as left turns off of a one- way <br />street, does not require protected only phasing based upon this criteria. It might also be possible to <br />run the FYA in permissive mode during low volume times of the day. <br />✓ Protected/pennlssive left turn operation: signal phasing that provides an exclusive phase (green <br />arrow) followed by a permissive phase (flashing yellow arrow), time during the signal cycle where <br />left turning traffic may make a left turn after yielding to oncoming traffic. <br />✓ Left Turn Related Collisions: These are Collisions that could be corrected by protected only phasing, <br />such as those between those involving a left turning vehicle and an opposing through vehicle. At <br />higher speeds the accidents collisions are likely to be more severe. Therefore, a lower number of <br />collisions might be used as the parameter for consideration for high-speed approaches. Because of <br />the variations In collisions overtime, an average number of collisions per year over a 3- year period <br />should be used if the data Is available. <br />✓ Speed: Because it can be difficult for a driver to accurately judge available gaps In traffic <br />approaching at high speeds, the engineer must exercise discretion when considering permissive or <br />protected permissive left turn phasing with opposing speeds of 45 MPH or above. <br />Page 3-30 Local Intersection Concepts May 2011 <br />139 <br />