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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-12 (3) Professional Service Industries.Inc. Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 7' ,j CCB ( ,76289 503)289-1778 Phone:( S /Z- 237® 10 Bu Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065 N : 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 BOB GARRISON reproduced.except in full,without written permission by Professional Service 5570 CAITLIN NUGENT 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 DAVID NICHOLS PSI scope of engagement. ERIC EVENSON Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE —r WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 6/17/2013 General Field Data Technician: Dale Russell Test Date: 6/12/2013 Weather: Cloudy Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield. (ft') Made Batched Unloaded Yards Content (°F) Temp. (°F) Weight Placed (^%) (lb/ft') 2 TO 4 3.5 ro 6,5 0654137-116-C1 5 3978481 _11:09 I 12:00 I 23.8 I 4.00 I 5.20 l _ 74 _ 72 140.2 10.9 -- -_ .- 0654137-116-C2 5 3976254 16:01 16:47 34.0 4.00 4.50 70 68 141.4 I 10.1 Location & Remarks General Location: Curb and Sidewalk Set No. Location Remarks Dynasty Concrete Co.,on site to place Knife River Mix ID#081- 17RNE7E00,4000 psi structural concrete for the 6"full height 1 curb and sidewalks of the center island, North side. 0654137-116-C1 Full height 6"curb and sidewalk of center island,North side. {Sampled concrete mid load of first truck and performed testing for slump,temperature,unit weight,entrained air and yield,cast (1)set of(5)4x8 cylinders for compressive strength testing. _ _ J All concrete placed was hand consolidated and broom finished. General Location: Northwest corner of existing building Set No. Location Remarks Dynasty Concrete Co.,on site to place 43 yds of Knife River Mix ID#081-7RNE7E00,4000 psi structural concrete for the 6" 0654137-116-C2 Bale and Pallet storage area,S.O.G S.O.G.of the Bale and Pallet storage area. All concrete was consolidated using hand held vibrators and all concrete around the drain was vibrated to assure proper- 'consolidation was achieved,all concrete was broom finshined. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-116-C1 Knife River 4000 _..__ _— _. _- _ ._ - _ _ _ 0654137-116-C2 Knife River i {4000 • Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3) Form No:18971.Report No:FC:0654137-116 ©2000.20110ESTLab by Spec!ra0EST.com Page 1 of 1