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08-05-13 Council Packet
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08-05-13 Council Packet
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2/28/2014 2:42:24 PM
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8/5/2013 12:51:05 PM
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City Council
Council Document Type
Agenda/Packet
Meeting Date
08/05/2013
Council Meeting Type
Work Session
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19 <br /> <br />EXTENDING PAVEMENT LIFE BY SPECIAL MAINTENANCE ACTIONS <br />Lino Lakes has typically engaged in chip seals, cold in place recycles or reconstructs to extend the life <br />of a roadway. These maintenance actions are anticipated to last several years and be cost effective. <br />Chip sealing includes pre -sweeping and filling of al l cracks in the pavement. A layer of emulsified <br />(liquid) asphalt is applied uniformly across the pavement surface. This is followed by a uniform <br />cover of traprock chips. Chip sealing creates a surface seal to the existing pavement, which provides <br />additi onal support for traffic loads, and protection from weather conditions. <br />Cold in place recycling involves reclaiming the asphalt surface in place, compacting the recycled <br />material and placement of a bituminous wearing course over the entire surface. This t ype of action <br />provides a structural improvement to the roadway. <br />Reconstruction includes the complete removal of the existing pavement and aggregate base course. <br />The roadway will be replaced with the City street standard of a minimum 32 -foot width (back of <br />curb to back of curb) bituminous road with concrete curb and gutter. The pavement section will <br />consist of a minimum 7 -tonAdesignAwhichAisA1A½”AofAbituminousAwearingAcourse,A2”AofAbituminousA <br />baseAcourse,AandA8”AofAClassA5AaggregateAbaseAcourse:AAReconstru ction brings the pavement to an <br />absolute 100 (perfect condition) rating. <br />This report includes updating the data to the previous report done in 2004. The existing model was <br />used to stay consistent with what has been done in the City in the past. In order to maximize the life <br />cycle of the pavement at minimum maintenance cost, the proper maintenance actions need to be <br />undertaken at the optim um time. An updated proposed schedule for these special maintenance <br />activities, different than what was proposed in th e 2004 report is provided below in Table 1 . This <br />updated schedule includes performing maintenance activities based on the age of the pavement, <br />not simply on the OCI value. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
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