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<br /> <br />B. Collector/Arterial Intersections: The analysis procedure should only be <br />used for the intersections of collector or arterial roadways. The analysis <br />procedures as outlined in the MnMUTCD should be conducted to <br />determine if a two-way or four-way stop signed controlled intersection <br />should be installed. These procedures are as follow: <br /> <br />Two-way stop sign controlled intersection: <br />1. Intersection of a less important road with a main road <br />where application of the normal right-of-way road is <br />unduly hazardous or, <br />2. Street entering a through highway or street or, <br />3. Unsignalized intersection in a signalized area or, <br />4. A combination of high speed restricted sight distance and <br />serious crash history indicating a need for control by a stop <br />sign. <br /> <br />All-way stop sign control: <br />1. Where traffic signals are warranted and urgently needed, <br />the all-way stop can be an interim measure or, <br />2. Crash problem indicating that five or more reported <br />accidents of a type susceptible to correction by a multi-way <br />stop sign installation in a 12-month period or, <br />3. Minimum traffic volumes: <br />a. A total vehicular volume entering the intersection <br />from approaches must average at least 300 vehicles <br />per hour for any eight hours of an average day and <br />b. The combined vehicular and pedestrian volume <br />from the minor street or highway must average at <br />least 200 units per hour for the same eight hours, <br />with an average delay to minor street vehicular <br />traffic of at least 30 seconds per vehicle during the <br />maximum hour but <br />c. When the 85% approach speed of the major street <br />traffic exceeds 40 MPH, the requirements can be <br />reduced to 70%. <br /> <br />C. Local Street Intersection: <br />This analysis procedure should only be used for the intersection of two <br />local streets. This analysis uses the data as collected in Step 2 of the stop <br />sign control policies. The analysis procedures, as outlined below, should <br />be conducted to determine if a two-way or four-way stop sign controlled <br />intersection should be installed. The procedures are as follows: <br /> <br />Two-Way Stop Sign Controlled Intersections: <br />1. If the major street traffic volume approaching the <br />intersection for each leg adds up to more than 1,000 <br />vehicles per day but is less than 1,500 vehicles per day and <br />the minor street traffic volume is less than 50% of the <br />major street traffic volume (500 – 750 vehicles per day). <br />