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Herrick-Compaction Test.pdf
Field Density Report- Nuclear Method ReportNumber: i3516 client: Cajun Excavating Project Number 14-285 DaW 5/2/2014 Contact: Tony Oisera Project Name! Herrick Residency "t"gnI Andress; PMB 6141 / 13300 Bothell -Everett Hw Address: 6804 161st St '--),VV Mill Creek, WA. 98012 Permit Number: ENG2013-0635 Material Description: 5/8" Crushed Layer "I hickness: 12-18" Source: Imporl Compaction Method: Noe Pack est # Locations/Elevations Nuclear Gauge: Trouler 3430 019274 Density Count: 2163 Test Methods: Soil ASTPVI D6938 Moisture Count: 638 C?irertT{'ansn�ission Back Scatter 1 Storm drain crossing between 161 st and 88th Ave W. 21, .1 ,� Mortified Proctor ASTM D1557 Wei Density % Moisture Dry Density Lab Density % Compactions 142 6.9 132.8 137.6 97% 144 7.6 133.9 137.6 97% Compaction Requirements: 95 % [ j Conformance [I Non Conformance rkslspecifications P 1 Distribute Client ] Distribute Contractor �` Distribute Other 1 Reviewed By: Blackwell, Mike DiskribUte. Engineer L__.1 Distribute Architect i.._ Distribute Other 2 iested By: Chandler, Loren Distdbufe iMunIioipaiity Disfdbute Oiher 3 Te,M, �e,suits indierats the density of the rn0eriqi at the above indir„ated locMions. Zai the time and condltions when the test, was ctanducied. Ail re:,.ioris are oo�,ideied zI;iii c.e iltc propsCy of € ie ,'Jicni aiI 1,,' iirvq I aboi aioj y f7 n. Rca33�cduUi<,Nt axcrp3 w� ,ull, tnthoi.a tFEe evr;EEe�. r.on=.e���l nr A:lfi iaif, iy is slokufla' tc;E hsc€