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Compaction_Report.pdf
Field Density Report - Nuclear Method Report Number: 8667 A-A.R Testing Laboratory, Ina 7126180th Ave. N.E.; Park 180, Suite 0101, Redmond, WA 98O52 Phone 425.881.5812 Fax 425.881.5441 _..... a- -o Client:Cajun Excavating Project Number 15-263 Date: 4/9/2015 Contact: Chris Smalley Project Name: Select 202nd St. Time: Address: 602 Maple Ave. Suite 201 Address: 8409 202nd St. S_W, Snohomish, WA 98290 Permit Number: 20141101 .. ..,._ . .. Material Description: 5/8" Crushed Nuclear Gauge: CPN MC1 DR MD0069642 Density Count: 24184 Layer Thickness: 2 ft. Test Methods: Soil ASTM D6938 Moisture Count: 9622 Source: Kenmore ©DirectTransmisslon E] Back Scatter Compaction Method: Hoe Pack Modified Proctor ASTM D1557 Test #mm - Eocations/Elevations m m IT Wet Density% Moisture mm Dry mDensity Lab Density % Compaotionl 1 Topping lift, T -cut. 2 Topping lift, T -cut. 139.3 5.3 132.3 135.4 98% 135.8 5.6 128.6 135.4 95% Compaction Requirements: 95 % © Conformance ❑ Non Conformance Distribute Client ❑ Distribute Contractor ❑ Distribute Other 1 Reviewed By: Blackwell, Mike ❑ Distribute Engineer ❑ Distribute Architect ❑ Distribute Other 2 Tested By: Gabrys, Jorden ❑ Distribute Municipality ❑ Distribute Other 3 Test results indicate the density of the material at the above indicated locations, at the time and conditions when the test was conducted. All reports are considered confidential and are the property of the client and AAR Testing Laboratory Inc Reproduction except in full, without the written consent of AAR Testing is strictly forbid COMPACTION TEST REPORT Water content, % - Rock Corrected --0— - Uncorrected MV for 3p.G. _ ?.65 Test specification: ASTM D 1557-07 Method B Modified ASTM D 4718-87 Oversize Corr. Applied to Each Test Point Elevl Classification Nat. % > % < Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 2.65 15.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 135.4 pcf 131.1 pcf 5/8" Crushed Rock Optimum moisture = 6.1 % 7.1% Project No. 15-263 Client: Cajun Excavating Remarks: Project: Select 202nd St. Sampled/Received: 4/9/2015 Tested: 4/10/2015 o Source of Sample: Import Sample Number: 01 Equipment: 51, 53, 55-4, 58, 69, 78, 141 Specific gravity of 2.65 is assumed A.A.R. Testing Laboratory, Inc. ....... NF lature 15-058 Tested By: J.HHoover Checked By: Mike Blackwell