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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 ...
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 ...
Intersection of Locust & Waugh 1 collision 2009-present 2530 entering vehicles per day   1700 Locust Eastbound   316 W...
All-Way Stop Warrants   Guidance:       The decision to install multi-way stop control should be based on an engineering...
Recommendations Driver Feed Back Sign Raised Crosswalk Additional Enforcement of 20 minute  Parking Zones.
Lee Elementary Traffic Study
Lee Elementary Traffic Study
Lee Elementary Traffic Study
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Lee Elementary Traffic Study

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Lee Elementary Traffic Study

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Transcript of "Lee Elementary Traffic Study"

  1. 1. Lee Elementary Study May 24, 2012 – 6:00 at Lee Elementary
  2. 2. 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
  3. 3. Recommendations
  4. 4. Parking Utility Enforcement of20 minute Parking
  5. 5. Driver Feedback Sign
  6. 6. Driver Feed Back Sign
  7. 7. Raised Crosswalk
  8. 8. Raised Crosswalk – Yorktown Dr.North of Fairview Elementary
  9. 9. Raised Crosswalk – Park De Ville DrEast of Paxton Keeley Elementary
  10. 10. Bulb-Out
  11. 11. 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
  12. 12. Intersection of Locust & Waugh 1 collision 2009-present 2530 entering vehicles per day  1700 Locust Eastbound  316 Waugh Southbound  514 Waugh Northbound
  13. 13. 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)
  14. 14. Recommendations Driver Feed Back Sign Raised Crosswalk Additional Enforcement of 20 minute Parking Zones.
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