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Agenda - Public Works Committee - 09/21/2004
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Agenda - Public Works Committee - 09/21/2004
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3/13/2025 2:21:16 PM
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9/20/2004 8:31:28 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
Document Date
09/21/2004
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TRAFFIC CONCERN' AT 169TM AVENUE <br />AND NEON STREET <br /> By: Steven J Jankowski, City Engineer <br /> <br />CASE <br /> <br />Background: <br /> <br />The City has received a request from the resident at 5866 169th Avenue NW to address a <br />problem at the intersection of Neon Street and 169th Avenue. This intersection is actually <br />a right angle bend in the roadway where 169th Avenue transforms into Neon Street. The <br />resident lives on the outside corner of this bend and has experienced numerous instances <br />of vehicles sliding off the street and into his yard. Attached to this case is an aerial <br />photoH'aph illustrating the area. The radius of the street bend is approximately 95 feet <br />and does appear to have a slight super'elevation (banking of the crowe which permits a <br />faster safe speed). A safe travel speed for a curve having this radius would be 20 miles <br />per hour. There are currently no warning sigaas advising motorists of this bend. <br /> <br />Alternatives .Considered: <br /> <br />The safe travel speed could be increased by increasing the radius of the curve, however, <br />the proximity of this intersection to the intersection of 169th Avenue and TH 47 limits the <br />ability to increase this radius to a design speed of 25 miles per hour or less. Increasing <br />the radius to accommodate this desiH2 speed would require the acquisition of <br />approximately 0.1.5 acres of additional fight of way fi-om the property on the northwest <br />corner of the intersection and the reconstruction of about 340 feet of roadway. A second <br />alternative to increasing the safe speed at this bend would be to increase the <br />superelevation of the existing road way to the maximum permitted limit of 6 percent. <br />Currently the superelevation appears to be about 2 percent. This alternative would <br />require the reconstruction of about 150 feet of roadway at an estimated cost ranging <br />between $15,000 and $20,000. Additionally it should be noted that reconstruction of this <br />section of roadway would need to be carefully implemented since it is the sole access <br />.som'ce tbr the entire neighborhood to the east. A temporary roadway may need to be <br />considered as a part of the reconstruction plan. <br /> <br />Although there may be a number of vehicles leaving the roadway at this location, a <br />review of the accident history shows no incidents reported to the police department in the <br />past five years. This is not unusual for accidents which involve inconvenience more than <br />injury or property damage. The lack of accident reports limit the ability to analyze the <br />reason ibr the accident, however, it might be that motorist are caught by surprise by the <br />bend. This could be particularly true if the accidents are occurring after dark since there is <br />not a street light m the vicinity of the intersection. <br /> <br /> <br />
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