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M zFIELD REPORT 1of-3 <br /> 1 Project Name: i Everett River Front- Eclipse (3) Report: 012 <br /> GeoDesign#: Polygon-128-03 Date: 2/14/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1504-055 <br /> I 1111 <br /> Nick Abdelnour(Polygon) 1 Randy Allen(City of Everett) j Weather: Cloudy, 40's <br /> Ron Bowen(Polygon) Arrival/Departure: 1315/1345 <br /> :Distribution ' <br /> Doug Ross(Polygon) i <br /> Paul McKee(City of Everett) i Prepared By Joe Dapcevich <br /> ❑ Site Plan(s) El Density Test Summary � Signature: <br /> ig Reviewed B <br /> Attachments: � � _ ������ — <br /> ❑ Installation Records ❑ Other y. a <br /> PURPOSE of VISIT: GeoDesign representative, Joe Dapcevich, was on-site to observe the mat foundation subgrade for • <br /> Building 3. <br /> SUMMARY OF OBSERVATIONS: <br /> Building 3-Mat Foundation Observations (Foundation Subgrade): <br /> Upon arrival, GeoDesign noted that the foundation excavation subcontractor had finished excavation for the Building 3 mat <br /> foundation area. The mat foundation area generally consisted of a light brown/gray silty SAND with gravel which could be <br /> probed less than 1/2 inch using a 1/2 inch diameter soil probe. <br /> Relative compaction of the mat foundation subgrade was tested using a Troxler Moisture-Density gauge. In-place density <br /> tests indicated that the material had been compacted to greater than 95% of its maximum dry density as determined by a <br /> Modified Proctor analysis. The subgrade has been prepared in accordance with our recommendations and the project <br /> specifications and will provide adequate bearing support for the proposed building. <br /> GeoDesign recommends that any standing water or surficially loose and saturated material which may build up be removed <br /> from the base of the footing area prior to the placement of concrete. A summary of our observations and density tests <br /> taken today can be found in the attached Figure 1 and Nuclear Density Gauge Data. <br /> This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services. We rely on the contractor to comply with the plans and <br /> specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the contractor,the contractor's employees <br /> or agents. Our firm is not responsible for site safety.This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations. The report can only be considered <br /> final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed BY'section. <br /> 10700 Meridian Avenue North,Suite 402 I Seattle,WA 98133 I 206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 <br />