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Ms. Jane Rose <br />October 12, 2015 <br />Page 4 <br />consider using Flashing Yellow Arrow operations at this intersection throughout much of a typical <br />weekday and throughout the weekend. In addition, any changes to the operation of the left turn signal <br />phases are not anticipated to impact overall operations of the intersection in a negative way (and delays <br />for left turning traffic will decrease with flashing yellow arrow operations which will improve the overall <br />operation of the intersection). For peak traffic periods though (and for when sun becomes an issue for <br />eastbound and westbound traffic), protected left turn operation is strongly recommended to be <br />implemented. <br />Note that for the existing signal system to the east along CSAH 14 (at 2111 Avenue North), the signal <br />system has flashing yellow arrow capability. However, during peak traffic periods, this signal system is <br />operated in protected left turn mode. <br />Some modifications to the existing signal system installation will be required to revise the operation of <br />this signal system and add flashing yellow arrows for each intersection approach. Both overhead end <br />mounted and far left pole mounted left turn signals for each intersection approach will required having 3 - <br />section RLA-YLA-GLA signal heads replaced with 4 -section RLA-YLA-FYLA-GLA signal heads. For <br />the southbound approach, due to the dual left turn lane, a 5 -foot extension will.be required to be added to <br />the southwest mast arm so that two 4 -section overhead signals can be installed and centered on each left <br />turn lane (requirement that each approaching left turn lane have its own flashing yellow arrow signal <br />centered on each left turn lane). Some additional cabling (6/6#14) will be required to be installed to <br />operate these signal heads based on a review of the field wiring diagram. No additional through traffic <br />signal heads will be required to be installed as each approaching through lane has its own separate signal <br />centered on the lane. <br />With regards to left turn lane detection, the MnDOT Traffic Control Signal Design Manual recommends <br />that either four loop detectors be installed for proper detection (at 5', 20' 35' and 50' from the stop bar or <br />crosswalk) or that two separately wired loop detectors be installed for existing signal system retrofits at <br />10' and 40' from the stop bar or crosswalk. For this signal system, left turn lane detection was installed at <br />0' and 15' from the stop bar (wired together as one loop detector). To provide better coverage, fall back <br />detection should one channel of left turn lane detection fail, and meet MnDOT criteria for flashing yellow <br />arrow detection, we recommend that one additional loop detector (separately wired and operated on a <br />separate channel in the controller cabinet) be furnished and installed in each left turn lane. The two stop <br />bar loop detectors can be left as is on one channel, with a second loop detector being installed at 40 feet <br />from the stop bar and wired separately. This would require that 5 additional loop detectors, five new <br />2/c#14 cables, and three 2 -channel loop detector cards be installed to bring these loop detector <br />installations up to current flashing yellow arrow design and operational standards. <br />To allow for flashing yellow arrow operation, we estimate that these modifications (completed by an <br />electrical signal contractor) will cost approximately $28,500. This does not include potential conflict <br />monitor upgrade. A detailed preliminary engineer's estimate of costs is attached to this letter for your <br />information. <br />Overall, we do not see any issues with installation and operation of flashing yellow arrows for each <br />intersection approach. However, should the County implement flashing yellow arrow modifications to <br />this signal system, we recommend that the signal system operate with protected left turns during <br />both the AM peak period (6:00-10:00 am) and the PM peak period (3:00-7:00 pm) due to significant <br />traffic volumes and higher posted speeds through this area. For all other hours of the day and for all <br />weekend hours, the County should be able to consider using flashing yellow arrow operations. <br />126 <br />