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Copperstone-LR 960318
G~q:~ CONSULTING ENGINEERS ~~QU~e !nvironmentat Assessments X~I~. -- SoiLs & Foundations Construction Materials Testing "Excellence by Experience" Co~nercia[ & Industrial Inspection PO Box 92548 * South[eke, Texas 76092 · (817) 329-0281 CONCRETE CYLINDER TEST RESULTS PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE OF BREAK: 03-18-96 DAY: Monday CLIENT: Copper Stone Ltd CONTRACTOR: Clack Construction c/o Briscoe Clark Comp SUB-CONTRACTOR: Beck Foundations CYL. SLUMP DATE OF DAYS I.D. LOCATION (IN.) SAMPLE AGED POUNDS PSI 29A @ center bent ~2 6.5" 03-11-96 7 97,500 3449 29B @ center bent $2 6.5" 03-11-96 7 99,000 3502 72' drilled pier C: 30A @ east abutment 6.5" 03-11-96 7 127,000 4492 30B @ east abutment 6.5" 03-11-96 7 127,500 4510 SPECIFICATIONS: 3600 psi @ 28 days SUPPLIER: Pioneer Glenn Hutchinson Technician