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Mn/DOT Traffic signal Timing and Coordination Manual <br />Use of posted spe <br />ed limit is recommended. Non -arterial approaches may have lower speeds than <br />the posted speed <br />limit because theyare often in a stop condition upon the arrival of traffic, Grades <br />affect the acceleration rate of the left turner and the stopping distance and speed of the opposing <br />through traffic and are therefore considered in conjunction with speeds. <br />I Cross Product: The Left turn volume multiplied .by the opposing through volume. The cross product <br />from the Wisconsin Department of Transportation (WisDOT) Traffic Signal <br />values used are taken Design Manual discussion on left turn conflicts analysis, Chapter 2, Section 3, Subject 4. Cross <br />productrepresents a high frequency of conflicts for left turners looking for gaps in through <br />used g q <br />traffic. <br />FYA during Free Operation <br />operation of the FYA head, free operation will no longer have an assigned fixed <br />With the variable -phasing p the signal controller so <br />phasing operation. Therefore, standard free operation will need to be set up in g , , <br />p g p <br />signals quickly to FREE with a standard phasing operation desired at the specific time, <br />technicians can put g � � <br />is an example of the standard FREE operations that will need to be set up in the signal controller: <br />1. All left turns protected <br />2. Alt left turns protectedlperrnissive <br />3. Ail left turns permissive <br />4. Mainline protected, cross street protected permissive <br />5. Mainline protected, cross street permissive <br />6. Mainline protected/permissive, cross street protected <br />7. Mainline protected/permissive, cross street permissive <br />8. Mainline permissive, cross street protected <br />9. Mainline permissive, cross street protected/permissive Minimum Green Times <br />Minimum Green Times <br />Mn/DOT currently sets the minimum green time based on the type of phasing operation where protected <br />lefts have a 7 second minimum green and protected/permissive lefts have a 5 second minimum green. <br />• a variablephasing operation head, a decision will need to be made as to if there <br />Gwen the FYA head is p <br />Should be more than one minimumgreen reen value that changes with the phasing operation; or if a universal <br />minimum green should apply to all phasing operations. - <br />If one minimumgreen is used, and if a Ieft turn phase will ever run protected, the left turn minimum green <br />should be set at 7 <br />seconds. if a left turn will never run protected (Le. only run protected/permissive or <br />permissive), then the left turn minimum green should be set at 5 seconds. <br />EVP Preemption Operation under FYA <br />A. Protected -only Operation <br />When the FYA is not allowed (protected only), the pre-emption will bring up the protected left turn <br />� <br />and the adjacent ` c phase. The opposing FYA will not be allowed during preemption (refer to <br />through <br />Exhibit 345). <br />May 2011 Local intersection Concepts Page 3-31 <br />