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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-4 (6) Professional Service Industries,Inc. C-p Infonnationl ) 6032 N.Cutler Circle.Suite 480 n To Build On Portland,OR 97217 CCB No. 176269 Phone:(503)289-1778 Engineering• Consulting• resting Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-95 :1 Issue 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 tun,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 r�/ Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory.Deborah Priest(Special Protect Manager) Date of Issue: 6/12/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(%) Supplier Cement(Ib) N/A Plant Fly Ash (Ib) N/A Mix Identification Coarse Agg(Ib) Specified Design Strength(psi) 2000 at age 28 days Fine Agg(Ib) Design Unit Weight(pcf) Admix Agg (Ib) N/A Cement Factor(Sacks/yd') Water(gal) N/A Details of Sample Date Sampled 6/4/2013 Date Received 6/5/2013 Measured Specified Slump(In) ASTM C 143 General Location Knee walls and columns East of gridline G Slump w/plasticizer(in) N/A Sample Location Veneer for knee walls and columns at grids 1 to Air Temp(°F) . 66 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 77 Field Sample ID C1 Field Cure Temp(°F) High Air Content(%) ASTM c 173 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd') 0.5 Truck No. N/A Ticket No. Site Batched Water Added(gal) Before Sampled By Dale Russell After Submitted By Glenn Meek Time Batched 09:00 Weather Clear Time Sampled 09:29 Est.Wind (mph) 0-3mph Yd'Placed 1.0 Time Placed 09:10 Est. Rh (%) 52 Time In Truck(mins) 10 Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibt) Type/Remark Strength(psi) Strength(psi) 0654137-95-C1\1 06/11/13 7 2.00 4.28 3.14 B 4875 3 1550 0654137-95-C1\2 06/11/13 7 2.00 4.28 3.14 B 4540 3 1450 0654137-95-C1\3 07/02/13 28 B 2000 0654137-95-C1\4 07/02/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, Mixed on site by Flaps Masonry Approved Mortar:SPEC MIX,Type S mixed per manufacturers recommendations.meeting ASTM C 270/C 1714 requirements. With 1-1.5 az of Tams AKKRD-7T,polymer adhesive added per 604 bag. Form No:18970.Report No:CON:0654137-95-C1 02000.2011 OE5TLab by Spec(raoESTcom Page 1 of 1