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Agenda - Council - 06/12/2007
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Agenda - Council - 06/12/2007
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3/19/2025 1:23:23 PM
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6/8/2007 11:14:03 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
06/12/2007
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<br />CASE #2 <br /> <br />CONSIDER SHOULDERING MATERIAL TO BE USED IN <br />2007 STREET MAINTENANCE PROGRAM <br />By: Steven Jankowski, City Engineer <br /> <br />Background: <br /> <br />As a part of the process of overlaying streets in rural areas (no curb) it becomes necessary <br />to transition the new raised grade ofthe pavement to the adjacent grade. Ideally, this <br />transition would be the one and one half inch height ofthe overlay tapered over a <br />distance of two feet. In practice the actual width of this shoulder varies with the slope to <br />the ditch and the actual fall to the grade next to the pavement. At intersections there is <br />often a depression of several inches even before the overlay from traffic cutting short the <br />comer. <br /> <br />The material that has been used for shouldering through the 2003 program had been <br />topsoil dressed with seed and mulch. While this eventually would provide an aesthetic <br />appearance of having a maintained lawn ending at the edge of the bituminous, using <br />topsoil for shouldering has a number of shortcomings including: <br /> <br />. It is easily washed away by heavy rain events and would need to be replaced by <br />the Public Wlorks department. <br />. It settles and does not provide the original transition after a period oftime. <br />. The material is not very dense and provides little lateral support for the edge of <br />the pavement which is the weakest part of the road. <br /> <br />In 2004 there was oJy a small portion of overlay that needed to be shouldered in that <br />years program and a [Class 2 shouldering material was used as an alternative to topsoil on <br />a short segment ofBpwers Drive. Class 2 is a dense well graded mixture of aggregate <br />sizes which is similar to Class 5 except that the largest particle is % inches in diameter <br />versus 1 inch for Cl~s 5. This Class 2 shouldering aggregate eliminates the negatives <br />outlined above with topsoil used as a shoulder material. However, Class 2 generates <br />complaints which in91ude the aesthetic appearance of the aggregate material being less <br />than that oflawn gra~s, and the presence ofloose rock migrating into the lawn and thus <br />being a mowing hazard. <br />! <br /> <br />In the subsequent 20b5 year program Class 2 shouldering was used on 7 miles of overlaid <br />roadway adjacent to 253 property owners, and in the 2006 program 8.15 miles of street <br />was overlaid adjacent to 274 property owners. In 2005 the City received 5 complaints, <br />and in 2006 receive~ several complaints by residents regarding the use ofthe Class 2 <br />shouldering material~ The City responded to these complaints by picking up excessive <br />rock through raking and other hand work. Staffwill have photos of areas illustrating the <br />use of both these shouldering materials within the past several programs. <br /> <br />-167- <br />
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