3310 TERMINAL AVE Geotech Report 2022-10-25

741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com oee °11111111oT1110 20611 67th Ave.NE. Unit A.Arlington, WA 98223 phone:(360)733.7318 toll free.(888)251.5276 fax.(360)733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 ADDRESS: Everett,WA REPORT#: FD006 PERMIT#: B1803-043 DATE: 8/6/2018 CLIENT: Port of Everett PAGE#: 1 of 2 CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox Compaction Of: Native Sand and Native CSBC for Trench Backfill at Water Line Tie-In Locations Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 South Tie-In,3'S of Water Vaiv -3 DT/12 129.0 11.2 114.6 1 95 95 P 2 South Tie-In,2'NW of Water Valve -1.5 DT/12 125.1 8.5 115.3 1 95 95 P 3 Western Tie-In,13'W of Water Valve -1.5 DT/12 122.6 7.3 114.2 1 95 95 P 4 North Tie-In -4 DT/12 127.6 10.1 115.9 1 96 95 P 5 North Tie-In -1.5 DT/12 138.7 5.9 131.0 2 95 95 P Lab Max.Dry Optimum Retained Sample Soil Type Sou Density Moisture On#4 Test ,., (paf) (%) (%) Method 1-3801A PGS w/S&G Native 120.8 9.7 17 ASTM D1557/D4718 2-3695A Structural Fit-CSBC Native 138.1 6.7 42 ASTM D1557 3- 0.0 None Gauge Make/Model/Serial#: Troxler 3440P/62856 M/D Standard Count: 640/ Comments: GeoTest was onsite to perform density testing of the native sand and native CSBC that was used for trench backfill at the existing to new water line tie-in locations. All tests attained the required minimum compaction. Locations and elevations were approximate. Elevations were referenced from top of adjacent asphalt. COPIES: GeoTest Services Inc Port of Everett Reviewed by This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.