Agenda - Council - 02/14/2017 - Laserfiche WebLink

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3. EXISTING CONDITIONS 3.1 Existing Pavement and Soil Conditions The segment of Sunwood Drive between Ramsey Boulevard/CSAH 56 and Bunker Lake Boulevard/CR 116 was constructed in 1996 using bituminous pavement and B618 concrete curb and gutter. The street has a consistent width of 40 feet from face -of -curb to face -of -curb, and is centered within an 80 foot right-of-way. Striped parking lanes exist along both sides of the street. The existing posted speed is 35 mph along this entire segment of Sunwood Drive. In 2002 the pavement was cracksealed and sealcoated, and spot spray patching has been applied since on an as -needed basis. In 2016 Staff observed a Pavement and Surface Evaluation Rating (PASER) of 3 to 4, depending on location. In 2015, the City recorded a traffic volume of 3,500 average annual daily traffic (AADT). While truck counts are not available, Staff believes it is reasonable to assume between 5 and 10 percent of vehicles using this street segment can be classified as truck traffic, and that the percentage of trucks using this corridor could increase slightly over time due to current business expansion projects and since several undeveloped but developable parcels exist along the corridor. Northern Technologies, Inc. (NTI) was employed to complete a Geotechnical Exploration and Engineering Review for this project, which included eleven (11) soil borings that were spaced at approximately 200 feet along Sunwood Drive. The locations of the borings are shown in the Boring Location Diagram in Appendix C of NTI's report, attached in Appendix D. The soil borings provide information on existing bituminous pavement and aggregate base course thicknesses, subsurface soil conditions, existing ground water elevations, and potential issues that may be encountered during construction. Recommendations are also provided for excavations, site preparation, engineered fill and compaction, depths of unsuitable soils to be removed, ground water management, and pavement design parameters. All borings terminated at a nominal depth of 11 feet below the existing ground surface. Groundwater was observed in all soil borings at depths ranging between 7 and 9.5 feet below the existing ground surface. Based on the work being proposed and the recorded water level depths, groundwater is not anticipated to be a significant issue for work completed with this proposed project. The soil borings generally indicate that existing bituminous pavement thicknesses range between 4.3 to 8.3 inches. Apparent aggregate base was not observed at any of the boring locations. Previously placed fill soils, generally consisting of poorly graded sand with silt (SP-SM), are present at depths ranging from 2.0 to 7.0 feet below the top of the pavement. Native alluvial soils consisting of poorly graded sand (SP), silty sand (SM), and poorly graded sand with silt (SP-SM) generally extend to the bottom of the borings. 3.2 Watermain Watermain was installed in 1996 under the pavement along the entire segment of Sunwood Drive. Staff believes the existing watermain is in good condition, and that no repairs will be Feasibility Report Sunwood Drive Reconstruction City of Ramsey Project No. 17-00 Page 4