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Agenda - Council - 01/11/2022
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Agenda - Council - 01/11/2022
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3/14/2025 2:14:27 PM
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1/26/2022 11:02:23 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
01/11/2022
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Trott Brook Crossing EAW Traffic Study Review January 6, 2022 <br />Roadway Characteristics <br />A field assessment was completed to identify various roadway characteristics within the transportation <br />system study area, such as functional classification, general configuration, and posted speed limit. A <br />summary of these roadway characteristics is shown in Table 1. <br />Table 1. Existing Roadway Characteristics <br />Roadway <br />Functional <br />Classification (1) <br />General <br />Configuration <br />Posted Speed <br />Limit (mph) <br />Nowthen Boulevard NW <br />A Minor Connector <br />2-lane undivided <br />55 <br />Variolite Street NW <br />Major Collector (2) <br />2-lane undivided <br />50 <br />Alpine Drive NW <br />Major Collector (2) <br />2-lane undivided <br />45 <br />175th Avenue NW <br />Major Collector <br />2-lane undivided <br />50 <br />167th Avenue NW <br />Major Collector (2) <br />2-lane undivided <br />50 <br />(1) Functional Classification based on the City of Ramsey's 2040 Comprehensive Plan. <br />(2) Indicates a proposed functional classification in the City of Ramsey's 2040 Comprehensive Plan. <br />From a traffic control perspective, all the study intersections are unsignalized with side -street stop <br />control. Existing geometrics, traffic controls, and traffic volumes in the study area are shown in <br />Figure 2. <br />Intersection Capacity Analysis <br />An intersection capacity analysis was completed using Synchro/SimTraffic software to establish a <br />baseline condition to which future traffic operations could be compared. Capacity analysis results <br />identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections <br />are graded from LOS A through LOS F. The LOS results are based on average delay per vehicle, <br />which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic <br />operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection <br />LOS A though LOS D is generally considered acceptable based on MnDOT guidelines. <br />Page 3 <br />
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