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CON_0742557-14-C1.rev_1
Mix Data Supplier Mix Identification Specified Design Strength (psi) at age Material Source Amount Moisture (%) Holroyd Cement (lb) 5551F25 3000 28 days Cement Factor (Sacks/yd³) Water-Cement Ratio (lb/lb) 376 N/A Fly Ash (lb) 138 N/A Coarse Agg 1 (lb) PEA 206 Coarse Agg 2 (lb) 3/4" 1640 Fine Agg (lb) SAND 1480 Admix Agg (lb) N/A Water (gal) 18.0 N/A Design Unit Weight (pcf) Mix Data Submitted By Holroyd Plant Holroyd Details of Sample Date Sampled Date Received Contractor Truck No. Ticket No. Sampled By Submitted By Field Cure Temp (°F) Batch Size (yd³) Water Added (gal) Slump (in) Slump w/plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content (%) Unit Weight (pcf) Time Batched Time Sampled Curing Method Measured Specified High Low 10/12/2011 365 559002 Michael Preciado Michael Preciado 34.50 N/A 58 63 12:25 01:10 Before After General Location Plinths at lines L/7, L/4, 4/A, 2/A, 10/E Plinth on ftg. at col's. L/7, L/4, 4/A, 2/A, 10/E Est. Rh (%) Time In Truck (mins) -635 Weather Est. Wind (mph) Cloud?????y ASTM C 1064 ASTM C 231 ASTM C 138 Yd³ Placed Field Sample No 3.0 Time Placed 01:50 Sample Location Compressive Strength of Concrete Cylinders Specimen ID Dimensions (in) Diameter Height Type of Cap Date Tested Compressive Strength (psi) Age (Days) Area (in²) Ultimate Load (lbf) Required Strength (psi) ASTM C 39 Fracture Type/Remark 0742557-14-C1\1 10/19/11 7 4.00 8.00 12.57 39960 3 3180 0742557-14-C1\2 11/09/11 28 3000 0742557-14-C1\3 11/09/11 28 3000 0742557-14-C1\4 11/09/11 28 3000 Average 28 Day Compressive Strength (psi) Concrete Test Report Professional Service Industries, Inc. 10025 South Tacoma Way, #H1 Tacoma, WA 98499 Phone: (253) 589-1804 Fax: (253) 589-2136 Report No: CON:0742557-14-C1 Issue No: 1 Project: AMERICAS CREDIT UNION YELM, WA Client: AMERICAS CREDIT UNION PO BOX 33338 FT. LEWIS, WA 98433 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 reproduced, except in full, without written written permission by Professional Service Industries, Inc. Approved Signatory: Donald Miller (Special Project Manager) Date of Issue: 10/20/2011 CC: DOUG PALMER GARY CARLSON JOHN BARTHELD KATHY DEGMAN MARY TEXIDOR RICK ADAMS Fracture Type /Remarks: 3 = C39: Vert cracking/no cones; C1314: Cone & Split, Form No: 18970, Report No: CON:0742557-14-C1 © 2000-2011 QESTLab by SpectraQEST.com Page 1 of 1 Notes Remarks 1.Sampling to ASTM C 172 2.Specimen(s) Prepared to ASTM C 31 3.Capping B=Bonded ASTM C 617, U=Unbonded ASTM C 1231, C = Combined