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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> V e� I e 11111.11" 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#: FD011 <br /> PERMIT#: B1803-043 DATE: 10/12/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 1 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Compaction Of: Existing Structural Fill for Trench for Sanitary Sewer Force Main Trench,Waterline Trench,and <br /> Water/Electrical Trench <br /> Field Data: <br /> Depth! DT/ Wet Field Dry Compaction <br /> Test Location Elev BS Density Moisture Density Lab % Pass/ <br /> # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail <br /> 1 5'SE of Lift Station,COT,Force Main -2 DT/12 129.4 8.4 119.4 1 99 95 P <br /> 2 17'SE of Lift Station Vent,COT,Water/Elec.T -1 DT/12 123.9 8.6 114.1 1 95 95 P <br /> 3 10'NW of Water Valve Cover,COT,Waterline -1 DT/12 125.9 9.0 115.5 1 96 95 P <br /> Lab Max.Dry Optimum Retained <br /> Sample Soil Type Source Density Moisture On#4 Test <br /> (pcf) (%) (%) Method <br /> 1-4069A PGS w/S&G Native Existing 120.3 10.7 18 ASTM D1557/D4718 <br /> 2- 0.0 None <br /> 3- 0.0 None <br /> Gauge Make/Model/Serial#: Troxler 3440/29778 1 M/D Standard Count: 683/1742 <br /> Comments: GeoTest was onsite to perform density testing of the existing structural fill used as trench <br /> backfill for the above trenches.All tests attained the required compaction.All locations and <br /> elevations are approximate. Elevations were referenced from top of adjacent asphalt. <br /> { <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 />