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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-6 (2) • Professional Service Industries,Inc. / ° 6032 N.Cutter Circle,Suite 480 �J Q InformationoZ3 7 Portland,OR 97217 / f ` �O .To Build On Phone:(503)289-1778 12- .Z3 70 Engineering• Consulting • Testing Fax:(503)289-1918 Field Density Test Report Report No: FDR:06s e No: 1 Report Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to me specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP DAVID NICHOLS reproduced,except in full,without written permission by Professional Service 5570 ERIC EVENSON Industries,Inc.Ira non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSI scope of engagement. WILSON HU ` Project: WM 4178-00 SPRINGFIELD OR TO lj SPRINGFIELD, OR Approved Signatory:Deborah Pnest(Special Project Manager) • Date of Issue: 5/13/2013 Testing Details Tested By: Glenn Meek Date Tested: 5/6/2013 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission Model Number: 3430 Standard Count: Density: 33 Serial Number: 36549 Standard Count: Moisture: 647 Proctor Information Sample ID Supplier Material Method MDD OMC (%) (Ibift3) 0654137-11-S4 Wildish 13/4"-0 Aggregate ASTM D 1557(C) • 137.1 9.8 Test Results Test Proctor Sample ID Probe Wet Moisture OMC Var OMC Var Spec Dry Comp(%) Comp Results No. Depth Density Content Density Spec (in.) (Iblft3) (%) (lb/ft') 1 0654137-11-S4 6 146.6 I 8.7 -1.1 2 to+2 134.9 • 98.4 I ?95 ; A 2 0654137-11-S4 6 i 145.8 9.0 j -0.8 2 TO +2 133.8 97.6 >95 A 3 0654137-11-S4 6 I 143.8 L 8.3 -1.5 -2TO+2 132.8 I 96S _95 A- 4 0654137-11-S4 6 a 144.9 8.0 -1.8 ' -2 ro+2 _� 134.2 97.9 _95 I A 5 0654137-11-S4 12 ' 145.0 8.1 -1.7 I 2To+2 134.1 97.8 { 295 A 6 0654137-11-S4 12 I 145.0 8.1 j -1.7 2 TO+2 134.1 97.8 -9+ I- A 7 0654137-11-S4 8 ; 144.0 8.5 I -1.3 -2 To T-2 132.7 96.8 ' ?95 i A Location • General Location: Spread Hg for screen wall at grids A form 3.2 to 8/ Interior backfill for 4"and 6"water lines at grids F.8 from 1.5 to 3.5 Test Location Test Elev/Depth Material/Layer No. 1 S/F at Grids A/4 -1.5'BFG • 2 S/F at Grids A/3.8 ._ -- - -__-__ -- --- ____- -1'BFG 3 S/F at Grids P/4.2 -6'BFG • 4 S/F at Grids A/4.3 _ _ ____ __ _ __ • Finished Grade 5 Interior trench backfill at grids F.8/1.5 . Finished Grade 6 Interior trench backfill at grids F.8/3.2 . Finished Grade 7 None Listed -1.5'BFG , Comments Legend OMC=Optimum Moisture Content MOO=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244.Report No:FOR:0654137-20 ©2000-2011 OESTLab by Spectra0EST.com Page 1 of 1