The development consisted of a new K-6 elementary school building. The proposed building may have two stories. The development will also consist of a parking area in the middle of the lot and bus and drop-off lanes adjacent to Davenport Drive and Davenport Place.
All Service Drilling Inc & Executed under Stewart Weir
The scope of work for this geotechnical site investigation includes:
Determining subsurface soil profiles and their geotechnical characteristics;
Determining groundwater and sloughing conditions;
Comments on-site preparation
Comments on frost heave and soil swelling;
Recommendations of foundation types and soil design parameters;
Recommendations for design and construction of grade-supported slabs;
Recommendations of soil design parameters for basement walls;
Comments on surface and subsurface drainage;
Recommendations of asphalt pavement structure for at-grade parking;
Comments on sulfate attacks on concrete; and
Seismic site classification in accordance to Table 4.1.8.4.A of the 2005 National Building Code of Canada.
Laboratory Testing was carried out on selected soil samples which included:
In-situ moisture content tests ASTM D2216
Atterberg limit tests ASTM D4318
Sulphate tests ASTM C1580
