Lee Elementary Traffic Study
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Lee Elementary Traffic Study

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Lee Elementary Traffic Study

Lee Elementary Traffic Study

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    Lee Elementary Traffic Study Lee Elementary Traffic Study Presentation Transcript

    • Lee Elementary Study May 24, 2012 – 6:00 at Lee Elementary
    • Locust Street DataNoon Tuesday, April 24 – Noon Wednesday April 25 1700 Vehicles just west of Waugh. 1964 Vehicles just east of Waugh. Peak 15 minutes  82 vehicles  5:00 – 5:15 pm Speed just west of Waugh  Posted Limit – 20 MPH  Average - 25 MPH  85th Percentile – 32 MPH
    • Recommendations
    • Parking Utility Enforcement of20 minute Parking
    • Driver Feedback Sign
    • Driver Feed Back Sign
    • Raised Crosswalk
    • Raised Crosswalk – Yorktown Dr.North of Fairview Elementary
    • Raised Crosswalk – Park De Ville DrEast of Paxton Keeley Elementary
    • Bulb-Out
    • Locust St, Vehicles – Time Plot Vehicles 70 60 Pick -Up 50 Drop 40Vehicles -off 30 20 10 0 4/24/2012 4/24/2012 4/24/2012 4/24/2012 4/24/2012 4/24/2012 4/25/2012 4/25/2012 4/25/2012 4/25/2012 4/25/2012 4/25/2012 4/25/2012 9:36 12:00 14:24 16:48 19:12 21:36 0:00 2:24 4:48 7:12 9:36 12:00 14:24 Time
    • Intersection of Locust & Waugh 1 collision 2009-present 2530 entering vehicles per day  1700 Locust Eastbound  316 Waugh Southbound  514 Waugh Northbound
    • All-Way Stop Warrants Guidance:  The decision to install multi-way stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multi-way STOP sign installation: Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. (Locust & Waugh had 1 in 2009) Minimum volumes:  The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and (Locust has 193 in peak hour)  The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but (Waugh has 107 in peak hour)
    • Recommendations Driver Feed Back Sign Raised Crosswalk Additional Enforcement of 20 minute Parking Zones.