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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-7 (2) <Cixa++ +• gg Professional Service Industries,Inc. / 9#'` Information 6032 N.Cutler Circle,Suite 480 f x94' +�' - Portland,OR 97217 i Pt �� T']"' Build CCB No. 176269 4 .1�✓u�L�.` On Phone:(503)289-1778 /2-)3 70 i Engineering• Consulting • Testing Fax:(503)289-1918 Field Density Test Report Report No: FDR:06ssue No:F' Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This repel]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.If a 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: Dale Russell Date Tested: 5/7/2013 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission Model Number: 3430 Standard Count: Density: 2524 Serial Number: 36549 Standard Count: Moisture: 676 Proctor Information - Sample ID Supplier Material Method MDD OMC (%) (1b/ft') 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.) (lb/ft') (%) (1b/ft') - 1 0654137-11-S4 • 8 ' 140.8 I 7.8 I _2.0 ; -2TO+2 I 130.6 95.3 , >_95 _ A 2 0654137-11-S4 8 141.9 1 8.7 -1.1 ' -2 To+2 r 130.5 95.2 >95 A 3 0654137-11-S4 8 • 142.6 1 8.6 -1.2 4 -2 TO+2 i 131.3 95.8 295 • A 4 0654137-11-S4 8 144.0 i 8.4 -1.4 -2 to+2 I 132.8 96.9 .1 >95 A -----t- -- -^- - - - -- - - 5 0654137-11-S4 8 144.5 l 9.4 -0 4. 1 2 ut+2 I 132.1 I 96.4 1 _295 A 6 0654137-11-S4 8 • 1407 8.0 -1.8 -2 To+2 130.3 95.0 _95 A 7 0654137-11-S4 8 , 144.6 ( 10.8 t +1.0 ' -2 T()+2 ; 130.5 - 95.2 i >>-95 A Location General Location: Inter. backfill for 4"and 6"water lines at grid F.8 from 3.5 to 6/finish grade for pharmacy area E.6 to F.8 from 5.7 to 6 Test Location Test Elev/Depth Material/Layer No. 1 Inter. trench backfill at grids F.8/4.2 __ _ _ ____ _ __ • -4'BFG 2 Inter. trench backfill at grids F.8/5.2 _ _ _ _ __ _ _ -2'8'BFG 3 Inter. trench backfill at grids F.8/3.8 _ -2'BFG 4 Inter. trench backfill at grids F.8/5 _ __ _ _ _ __ -1'4"BFG I 5 Inter. trench backfill at grids F.8/4.5 _ _ -8"BFG 6 Inter. trench backfill at grids F.8/4 Finished Grade , 7 Inter.trench backfill at grids F.8/5.6 Finished Grade Comments Legend OMC=Optimum Moisture Content MDD=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244.Report No:FOR:0654137-26 ©2000-2011 OESTLab by SpectraoESIcom Page 1 of 2 Professional Service Industries, no c o Information 6032 N.Cutter Circle,Suite 480 /��.,:�✓.7 Portland,OR 97217 f L -? ° .To Build On Phone:No.17)289-1778 (Engineering • Consulting • Testing Fax:(503)289-1918 Field Density Test Report Report No: FDR:06No: 1 Isssue sue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the 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.If a 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 SPRINGFIELD, OR Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/13/2013 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.) (lb/ft') (%) (lb/f3) - – - — 8 0654137-11-S4 6 143.7 9.0 0.8 -2 ro+2 131.8 96.1 >_95 A 9 0654137-11-S4 6 142.4 9.2 -0.6 —2 To+2 130.4 95.1 >_95 A Location General Location: Inter. backfill for 4" and 6"water lines at grid F.8 from 3.5 to 6/finish grade for pharmacy area E.6 to F.8 from 5.7 to 6 Test Location Test Elev/Depth Material/Layer No. • 8 Finish grade for pharmacy area at grids E.8/5.8 Finished Grade 9 Finish grade for pharmacy area at grids F.5/5.9 I I Finished Grade Comments Legend omc=Optimum Moisture Content MDD=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:1 W244.Report No:FDR:0654137-26 ©2000-2011 OESTLab by SpectraOEST.com Page 2 of 2