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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> Te5T 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#: FD007 <br /> PERMIT#: B1803-043 DATE: 9/24/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Compaction Of: Existing Structural Fill and Crushed Surfacing Base Course for Trench Backfill <br /> Field Data: <br /> Depth! DTI Wet Field Dry Compaction <br /> Test Location Elev BS Density Moisture Density Lab % Pass/ <br /> # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail <br /> 1 1'NW&2'SW of Fiber Vault -2 DT/10 126.2 8.3 116.6 1 97 95 P <br /> 2 Above Force Main Tie-In,COT -1 DT/10 146.7 5.6 138.9 2 99 95 P <br /> Lab Max.Dry Optimum Retained <br /> Sample Soil Type Source Density Moisture On#4 Test <br /> # (pcf) (%) (%) Method <br /> 1-3801A poorly graded sand w/silt&gravel Native Stockpile 120.8 9.7 17 ASTM D1557/D4718 <br /> 2-3707A CSBC Cadman-Granite Falls 140.4 3.7 69 ASTM D1557/D4718 <br /> 3- 0.0 None <br /> fGauge Make/Model/Serial#: Troxler 3440/29778 !MID Standard Count: 670/1709 l <br /> Comments: GeoTest was onsite to perform testing of the native Structural Fill and the Crushed <br /> Surfacing Base Course used as trench backfill for the sanitary sewer force main to the west of <br /> track T-104. Both tests attained the required compaction. The material was placed in <br /> approximate 8-12" lifts and compacted with a "jumping jack" compactor. <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 />