4408 RIVERFRONT BLVD 2018-02-21 - Laserfiche WebLink

DESIGNuz FIELD REPORT 2 of 5 Project Name: Everett River Front-Simpson Report: 124 GeoDesign#: I Polygon-127-01 Date: 10/10/2016 Reports with Unresolved Nonconformance Issues: Permit: P W 1505-005 Nick Abdelnour(Polygon) Randy Allen(City of Everett) I Weather: Cloudy, 50's Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1700/1830 Distribution: I _ -- — --- Doug Ross(Polygon) Kirk Keck(City of Everett) Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By: Ben Weinberg, E.I.T. m Site Plan(s) m Density Test Summary Signature: — �l Attachments: —� Installation Records ❑ Other Reviewed By: SUMMARY of OBSERVATIONS (CONTINUED) Lot 119: Upon arrival, GeoDesign noted that the foundation excavation subcontractor had completed excavation of the footing and crawl space area for Lot 119. GeoDesign noted that the exposed footing subgrade material for Lot 119 consisted of a gray silty SAND (f-m)with gravel (f-c) which could generally be probed less than 2 inches. In-place density tests taken on the exposed footing subgrade materials indicated that the materials had been compacted to greater than 95% of its maximum dry density as determined by a Modified Proctor analysis. It is GeoDesign's opinion that the exposed footing subgrade observed today is currently suitable for support of the intended structure. GeoDesign recommends that any loose and saturated material be removed from the base of the footing areas prior to the placement of concrete. A summary of our observations and density tests taken today can be found in the attached Figure 1, Figure 2, and Nuclear Density Gauge Data. The client and concrete subcontractor was notified of our observations prior to our departure from the site today. 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 complywith the plans and 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 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 final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By"section. 10700 Meridian Avenue North,Suite 402 1 Seattle,WA 98133 1 206.838.9900 2502 Jefferson Avenue I Tacoma,WA 98402 1 253.203.0095