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3310 TERMINAL AVE Geotech Report 2022-10-25
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3310 TERMINAL AVE Geotech Report 2022-10-25
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Last modified
10/25/2022 1:35:15 PM
Creation date
9/4/2020 11:22:53 AM
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TERMINAL AVE
Street Number
3310
Address Document Type
Geotech Report
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/� / 741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> oecyre 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#: FD008 <br /> PERMIT#: B1803-043 DATE: 9/27/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Compaction Of: Existing Structural Fill Around Lift Station and Crushed Surfacing Base Course(CSBC)for Trench Backfill <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'NW&4'NE of Center of Lift Station -2.5 DT/12 127.8 8.2 118.1 1 98 95 P <br /> 2 4'NW&5'SW of Center of Lift Station -2.5 DT/12 124.9 8.5 115.2 1 96 95 P <br /> 3 50'SE of FM Cleanout,COT -1 DT/8 141.8 5.6 134.3 2 96 95 P <br /> 4 15'SE of FM Cleanout,COT -1 DT/8 139.3 4.3 133.6 2 95 95 P <br /> 5 55'E of FM Cleanout,COT -1 DT/8 140.3 4 5 134.3 2 96 95 P <br /> Lab Max.Dry Optimum Retained <br /> Sample Soil Type Source Density Moisture On#4 Test <br /> i <br /> "(pct) (%) (%) Method <br /> 1-4069A poorly graded sand w/silt&gravel Native Existing 120.3 10.7 18 ASTM D1557/D4718 <br /> 2-3707A CSBC Cadman-Granite Falls 140.4 3.7 69 ASTM D15571D4718 <br /> 3- 0.0 None <br /> Gauge Make/Model/Serial#: Troxler 3440/29778 M/D Standard Count: 671 /1716 <br /> Comments: COT - Center of Trench <br /> GeoTest was onsite to perform density testing of the existing Structural Fill placed for the <br /> backfill around the lift station on the south side of the building and the CSBC for trench backfill. <br /> All tests attained the required compaction. Test locations and elevations are approximate. <br /> Elevations are referenced from surrounding asphalt grades. <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 />
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