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4. PROPOSED IMPROVEMENTS <br />4.1 Bituminous Pavement Overlays <br />4.1.1 Pavement Condition Evaluation/Ratings <br />City staff generally evaluates and rates the pavement conditions of all city streets on an <br />annual basis using the Pavement and Surface Evaluation Rating (PASER) system. This <br />requires a visual evaluation of each pavement surface throughout the City based on the <br />type, extent and severity of each pavement distress observed. Various types of pavement <br />distresses may exist within a pavement section including, but not limited to, alligator <br />cracking, block cracking, longitudinal cracking, transverse cracking, rutting, raveling, <br />shoving, potholes and patches. <br />The type and severity of each pavement distress is then used to determine the PASER <br />rating for each street segment. This is a numerical index between 1 and 10 that indicates <br />the condition of the pavement based on the various pavement distresses observed. A <br />PASER rating of 10 represents a brand new pavement section, while a PASER rating of 1 <br />represents a pavement section that is in total disrepair requiring complete reconstruction. <br />Once staff gathers the updated field data, it is recorded in a Microsoft Excel pavement <br />management database. This database is used by staff to determine the most cost-effective <br />pavement rehabilitation method for each street segment, and to schedule the annual long- <br />term Street Maintenance Program projects. <br />4.1.2 Project Area Selection <br />Staff reviewed the pavement management database to identify street segments throughout <br />the City with PASER ratings of 3 or 4 as these are the best candidates for overlays. <br />These segments were then evaluated as to proximity and overall scope to determine <br />which segments could be grouped together to help reduce bid prices related to equipment <br />mobilization, which often accounts for 5% or more of bid prices. <br />The City's 5-year Street Reconstruction and Overlay Plan proposed to overlay two street <br />segments in 2016. These include Sunwood Drive from Ramsey Boulevard to Bunker <br />Lake Boulevard, and Sunwood Drive from Sunfish Lake Boulevard to the bridge west of <br />Nowthen Boulevard. After further consideration staff determined it would be best to wait <br />until 2017 to overlay the segment of Sunwood Drive between Ramsey Boulevard and <br />Bunker Lake Boulevard. This is because Anoka County is proposing to reconstruct the <br />pavement section of Bunker Lake Boulevard from Ramsey Boulevard to Basalt Street, <br />and because a business with access to this segment of Sunwood Drive plans to complete a <br />large building expansion project in 2016. <br />In total, approximately 18,752 square yards of Sunwood Drive between Sunfish Lake <br />Boulevard and the bridge east of 147th Lane and west of Krypton Street are proposed to <br />receive mill and overlay improvements. Exhibits 1 and 2 in Appendix A respectively <br />show the general location and scope of the proposed 2016 mill and overlay project. <br />Feasibility Report <br />2016 Street Maintenance Program, Division B: Overlay Improvements <br />City of Ramsey Project No. 16-00 <br />Page 4 <br />