CCP 05-08-2007 - Laserfiche WebLink

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• SPEED COUNTS The speed count trailer was set up at the 600 block of McCallum Drive, south of Riviera Drive, on June 21 and June 22, 2006. The trailer was also set at the 500 block of Riviera Dative, east of McCallum Drive, on July 20, 2006. The avearage speeds for these areas are as follows: Location McCallum Drive: Riviera Drive: South of Riviera Dr. East of McCallum Dr. Average Speed 23 mph 19 mph 85th Perrcentile 28 mph 23 mph These speeds are consistent with speeds found in other residential areas. The lowest recorded speed was 11 mph with the highest at 41mph. The 85th Percentile is used as the design speed far the purposed of this study. This is the speed at which 85 percent of all traffic speeds were equal to or lower than. The traffic and associated speeds in this neighborhood would be considered localized. The speed count information sheets are attached to this report. POLICE REPORT There are no reported crashes at this intersection. ANALYSIS According to the State Manual on Uniform Traffic Control Devices (MUTCD), stop signs are warranted under the following conditions: Multiway (Four-way) Stop Signs A. Where traffic control signals are justified. B. A crash problem, indicated by 5 or more reported crashes in a 12-month period that are susceptible to correction by amulti-way stop installation. C. Minimum Volumes: 1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any $ hours of an average day, and 2. The vehicular, pedestrian, and bicycle volume entering the intersection from the minor approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, but 3. if the 8Sth-percentile approach speed of the major street exceeds 40 mph, the minimum vehicular volume warrants are 'ZO percent of the above values. None of the above criteria is met for Multiway Stop Signs.