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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> ,"111111 V e c T �� 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#: FD009 <br /> PERMIT#: B1803-043 DATE: 10/4/2018 <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 Gravity Sewer Line <br /> Field Data <br /> Depth/ DT/ Wet Field Dry Compaction <br /> Test Location Eiev BS Density Moisture Density Lab % Pass! <br /> # (ft) (in) (pcf) (%) (pef) # Attained Required Fail <br /> 1 9'S of Lift Station,COT -2 DT/12 124.2 8.8 114.2 1 95 95 P <br /> 2 23'SE of Northern Cleanout,COT -2 DT/12 124.7 8.0 115.5 1 96 95 P <br /> 3 10'SW of Stand Pipe,COT -2 DT/12 125.2 8.9 115.0 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/Silt&Gravel Native Existing 120.3 10.7 18 ASTM D1557/04718 <br /> 2- 0.0 None <br /> 3- 0.0 None <br /> Gauge Make/Model/Serial#: Troxler 3440/29778 I M/D Standard Count: 676/1714 <br /> Comments: COT - Center of Trench <br /> GeoTest was onsite to perform density testing of the existing structural fill used as trench backfill <br /> for the gravity sewer line. All tests attained the required compaction. All locations and elevations are <br /> approximate. Elevations were referenced from top of adjacent 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 />