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Windsor Estates-LR010511 (3)
CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94011150.0002 Service Date: May 1,2001 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Excel Group, Inc. Attn: Kelly Jordan 2639 Walnut Hill Ln #218 Dallas TX 75229 Report Date: May 11,2001 Project: Jordan Residence Lot 14, DeForest Road Coppell, Texas Project Number: 94011150 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 4:00pm Supplier: Redi-Mix Truck No: 157 Mix I.D. No.: 914 Plant: 1 Field Test Data Test Ticket No: 16163 Sample Information Sample Time: 4:30pm Technician: Gerry Graham Weather Conditions: Accumulative Yards: 10 Placement Method: Sample Locations: See placement location Placement Location: Piers Sample location: PEers- 9,11, 15,16,18, 19, 20, 21,22 and 23 Result Specification Slump, inches: 5.75 5-7 ASTM C-143 Air Content, %: N/A ASTM C-172 Concrete Temperature,© F: 84 ASTM C-39 Ambient Temperature, o F: 84 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Date Test Load Strength No. ID (inches) Tested (days) (lbs) (psi) Test Method 1 1 6.00 05/08/2001 7 100,400 3,550 1 2 6.00 05/08/2001 7 95,840 3,390 Average 3,470 1 3 05/29/2001 28 1 4 05/29/2001 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician:Ge try Graham ///~, I~C. Report Distribution: (1) Excel Group, Inc. (1) City of Coppell - Constr Insp Reviewed by: (1) City of Coppell - BIdg Insp ('"~'iricf~. Cleveland, P.E. Senior Project Engineer The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical materials. Page 1 of 1