Laserfiche WebLink
Item No:7A <br />Meeting Date: February 23, 2015 <br />Type of Business: CB <br />Administrator Review: ____ <br /> <br />City of Mounds View Staff Report <br />To: Honorable Mayor and City Council <br />From: Don Peterson, Interim Director of Public Works <br />Item Title/Subject: Public Hearing for Mustang Drive/Mustang Circle Pavement <br />Rehabilitation and Drainage Improvements <br /> <br />Background/Discussion: <br />Mustang Drive/Mustang Circle is a dead-end local municipal street segment located off <br />Old Highway 8 in the southernmost part of Mounds View. This street segment serves <br />eleven industrial and commercial properties in Mounds View. Many of these properties <br />have large numbers of semi-truck traffic entering and exiting Mustang Drive/Circle and <br />include freight distribution centers. Maintaining access to and limiting interruptions for <br />these properties during construction is important and will require a phased approach. <br /> <br />Pavement Improvements: <br />Mustang Drive is approximately 1,550 feet in length and Mustang Circle is <br />approximately 610 feet in length with a 135-foot diameter cul-de-sac. Both segments <br />have concrete curb and gutter (MN/DOT Design B618) with a bituminous pavement <br />surface measuring 36-feet wide (lip-to-lip of gutter). Mustang Drive was originally <br />constructed in 1974 and Mustang Circle in 1979. Maintenance includes a seal coat in <br />1994 and pothole patching and skim coating. The current pavement is in poor condition <br />with significant surface patching, potholes, and moderate to high severity traverse <br />cracking. Curb and gutter is in fair to good condition. In late 2011, American <br />Engineering Testing, Inc. (AET) performed geotechnical and pavement evaluation <br />services on behalf of the City for Mustang Drive/Circle. AET’s ten pavement cores <br />showed bituminous pavement thickness ranging from 4.25 to 7.5 inches and found <br />stripping at multiple layer interfaces. AET recommends a pavement rehabilitation design <br />(10-ton, 20-year ESAL of 2,000,000) as follows: <br /> <br />1. Mill bituminous surface to a depth of 3 inches; <br />2. Perform stabilized full depth reclamation to a depth of 6 inches <br />asphalt/aggregate base; <br />3. Place 3.5 inches of bituminous wearing course in 2 lifts (Mix SPWEB440F). <br /> <br />AET provided an alternative design option for Mustang Circle due to its better condition <br />than Mustang Drive: <br /> <br />1. Mill bituminous surface to a depth of 3 inches; <br />2. Place 3 inches of bituminous wearing course in 2 lifts. <br /> <br />There will be some sections of curb and gutter needing replacement or correction, <br />however, the majority of curb and gutter is expected to remain undisturbed. <br /> <br /> <br /> <br />