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741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com <br /> aT5T 20611 67th Ave.NE. Unit A.Arlington, WA 98223 <br /> Gle <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#: FD010 <br /> PERMIT#: B1803-043 DATE: 10/11/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: JD Pattok <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 Elev BS Density Moisture Density Lab % Pass!- <br /> (ft) (in) (pcf) (%) (pcf) # Attained Required Fail <br /> 1 Gravity Sewer Trench:7'S of Sewer Stub Up,COT -1 DT/8 128.5 10.1 116.7 1 97 95 P <br /> 2 Water/Electrical Trench:@ Power Meter,COT -1 DT/8 128.4 9.4 117.4 1 98 95 P <br /> Lab Max.Dry Optimum Retained <br /> Sample ` Soil Type Source Density Moisture On#4 Test <br /> # (pcf) (%) (%) Method <br /> 1-4069 A PGS w/Silt&Gravel 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#: InstroTek/Xplorer 3500/3052 rM/D Standard Count: 423/3130 <br /> I <br /> Comments: GeoTest was onsite to perform density testing of the existing structural fill used as <br /> trench backfill for the gravity sewer line as well as the water/electrical trench. All tests attained <br /> the required compaction. All locations and elevations are approximate. Elevations were <br /> 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 />