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eare741 Marine Drive,Bellingham. WA 98225 www.geotest-inc.com <br /> ( OT4+ 20611 67th Ave.NE. Unit A.Arlington, WA 98223 <br /> phone:(360)733.7318 toll free:(888)251.5276 fax:(360) 733.7418 <br /> FIELD DENSITY/MOISTURE REPORT <br /> Nuclear Gauge * ASTM D6938 <br /> PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 <br /> ADDRESS: Everett,WA REPORT#: FD001 <br /> PERMIT#: B1803-043 DATE: 7/23/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 1 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Compaction Of. Existing Sand for Tench Backfill,Waterline at South End of Building <br /> Field Data: <br /> Depth/ DT/ Wet Field Dry Compaction <br /> Test Location Elev BS Density Moisture Density Lab °A Pass/ <br /> # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail <br /> 1 17'E of SW Trench Corner,Middle of Trench -2 DT/12 128.9 12.7 114.5 1 95 95 P <br /> 2 40'E of SW Trench Corner,Middle of Trench -1.5 DT/12 130.1 13.3 114.9 1 95 95 P <br /> Lab Max.Dry Optimum Retained <br /> Sample Soil Type Source Density Moisture On#4 Test <br /> (pcf) (%) (%) Method <br /> 1-3801A PGS w/Silt&Gravel Onsite Stockpile 120.8 9.7 17 ASTM D1557/D4718 <br /> 2- 0.0 None <br /> 3- 0.0 None <br /> [Gauge Make/Model/Serial#: Troxler 3440P/62856 M/D Standard Count: 540/2183 <br /> Comments: GeoTest was onsite as requested to perform density testing of the existing native material <br /> being used as trench backfill for the waterline on the south side of the building. Both tests attained <br /> the required compaction. <br /> Test locations and elevations are approximate. Elevations were referenced from the top of the adjacent <br /> asphalt. <br /> COPIES. GeoTest Services Inc Port of Everett Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br /> The above test results relate only to the sample(or location)tested. <br />