HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-7 (5) �'1 Professional Service Industries,Inc. .01 / Ink Onnatlon 6032 N.Cutter Circle,Suite 480 ((-G�..//�7�-r nfl Portland.OR 97217 Ll vu .To Build On Phone(503)289-1778 —��'7 O Engineering • Consulting • Testing Fax (503)269-1918 Concrete Test Report Report No: CON:0654137-98 :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 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 KATYRYN �� Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 6/17/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(Ye) Supplier Knife River Cement 1 (lb) CalPortland,type I-11 5085 N/A Plant Cement 2(Ib) Ashgrove,Grade 100 slag 1735 N/A Mix Identification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 PCC Rock Delta 9000 2.90 Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"Crush Rock, Delta 8860 2.80 Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) Delta 12130 3.00 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 ((b) BASF AE-90 27.0 N/A Admix Agg 2 (Ib) Pozz 80 276.0 N/A Water(gal) Well/Eugene R-Mix, Plant 172.0 N/A Details of Sample . Date Sampled 6/7/2013 Date Received 6/10/2013 Measured Specified Slump(in) 4.00 2 TO 4 General Location Organic Waste footing/S.O.G. Slump w/plasticizer(in) N/A Sample Location Gridline A.7-8 from 6-6.4 Air Temp(°F) 77 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 78 Field Sample ID C-1 Field Cure Temp(°F) High Air Content(Ye) ASTM C 231 5.20 3.5 To 6.5 Low Unit Weight(pcf) ASTM c 138 140.8 142.6 Contractor Dynasty Concrete Batch Size(yd') 10 Truck No. 554 Ticket No. 3976125 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 10:21 Weather Clear Time Sampled 11:05 Est.Wind (mph) 0-5mph Yd'Placed 16.0 Time Placed 11:00 Est. Rh(Ye) 49 Time In Truck(mins) • 39 • Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-98-C1\1 06/14/13 7 4.01 8.00 12.63 U 56440 2 4470 0654137-98-C1\2 07/05/13 28 U 4000 0654137-98-C1\3 07/05/13 28 U 4000 0654137-98-C1\4 07/05/13 28 U 4000 0654137-98-C1\5 08/02/13 56 U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks 1 Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear, 2.Specimen(s)Prepared to ASTM C 31 Dynasty Concrete Co.,placed concrete directly from mix truck into the forms,all concrete was 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM 0 1231,C=Combined . consolidated with hand held H/F vibrators,all concrete was broom finished. Form No:18970.Report No:C0N:0654137-96-C1 ®2000-2011 OESTLab by Spectra0ESTCom Page 1 oft