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Agenda - Public Works Committee - 12/18/2018
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Agenda - Public Works Committee - 12/18/2018
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3/14/2025 11:20:01 AM
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12/17/2018 10:45:29 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
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12/18/2018
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Name: Bruce Westby, P.E. <br />Date: December 5, 2018 <br />Page: 2 of 2 <br /> <br />It is not recommended, due to safety considerations, that Rabbit Street be STOP or YIELD controlled and <br />Bunker Lake Boulevard and Puma Street be uncontrolled. If neither Bunker Lake Boulevard or Puma <br />Street had either STOP signs or YIELD signs, both the westbound vehicle and the southbound left/right <br />turning vehicles would technically have the right-of-way. Each could proceed with their movement, and <br />meet in the intersection. <br />INTERSECTION CONTROL PROGRESSION <br />For the 2040 traffic volumes, either a roundabout or an All Way STOP provide high Levels of Service for <br />the intersection. <br />There is the potential for interim intersection traffic control to be implemented based on actual site and <br />traffic characteristics. If adjustments were made, the progression would most likely be: <br />YIELD sign for southbound Puma Street, <br />· <br />Then STOP sign for southbound Puma Street, and <br />· <br />Then All Way STOP at the intersection. <br />· <br />INTERSECTION ANALYSIS <br />The existing intersection control was selected based upon several factors, including: State Aid <br />requirements, traffic forecasts, safety and anticipated traffic patterns. The selection was based on a traffic <br />study that was completed prior to the reconstruction of Bunker Lake Boulevard and Puma Street and prior <br />to the construction of Rabbit Street. <br />If the City is considering adjustments, the following guidance from the MUTCD should be considered <br />when preparing an updated traffic study based upon the actual improved site conditions: <br />Engineering judgment should be used to establish inter-section control. The following factors <br />should be considered: <br />A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; <br />B. Number and angle of approaches; <br />C. Approach speeds; <br />D. Sight distance available on each approach; and <br />E. Reported crash experience. <br /> <br />
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