Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-31 (2) i Professional Service Industries,Inc. • Ili C&p . Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 L/rte° '° Build CC/3 No. 176269 'j y �y U ��Uu�l�` On Phone:(503)289-1778 5 12 -L�7 o Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-73-:1 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 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 mat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement. ERIC EVENSON "L____ 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: 6/9)2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 40NE7C00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 5/31/2013 Date Received 6/3/2013 Measured Specified Slump(in) 5.00 General Location Truck ramp GL A-A.4 at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 75 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 75 Field Sample No Field Cure Temp(°F) High Air Content We) ASTM c 231 5.50 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd°) 10.8 Truck No. 394 Ticket No. 3978299 Water Added(gal) Before 5 Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 13:33 Weather Clear Time Sampled 14:20 Est.Wind(mph) NA Yd'Placed 10.8 Time Placed 15:10 Est. Rh(%) 0 Time In Truck(mins) 97 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(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-73-C1\1 06/07/13 7 4.01 8.01 12.63 U 55070 2 4360 0654137-73-C1\2 06/28/13 28 U 4000 0654137-73-C1\3 06/28/13 28 U 4000- 0654137-73-C1\4 06/28/13 28 U 4000 0654137-73-C1\5 07/26/13 56 U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks 1.Sampling la ASTM G 172 Fracture Type/Remarks:2=C39:yert crack/cone opposite end:G1314:Cone 8 Shear. 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: C143. ' 3.Capping B=Bonaed ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Form No:18970.Report No:CON:0654137-73-C1 ©2000.2011 OESTLab by SpecbdoEST.com Page 1 of 1