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Copperstone-LR 960613"ExceLLence by Experience'" PO Box 92548 · South[eke, Texas 76092 COHGULTING ENGINEERS IN: £nvi ronmenta[ Assessments SoiLs & Foundations Construction MateriaLs Testing Con~ercia[ & Industrial Inspection (817) 329-0281 CONCRETE CYLINDER TEST RESULTS PROJECT: Copperstone LOCATION: Coppell JOB #: 95-1522 DATE OF BREAK: 06-13-96 DAY: Thursday CLIENT: Copperstone Ltd CONTRACTOR: Glenn Thurman, Inc c/o Briscoe Clark Comp CYL. ~.t..~ru~.. ~: = ~.... DATE ~== DAY~ I.D. LOCATION (IN.) SAMPLE AGED POUNDS PSI Bridge Approach Lanes: 58A @ east side 4.0" 58B @ east side 4.0" 59A @ west side 3.75" 59B @ west side 3.75" 06-06-96 7 113,000 3997 06-06-96 7 114,500 4050 06-06-96 7 115,000 4068 06-06-96 7 114,000 4033 SPECIFICATIONS: 3000 psi @ 28 days SUPPLIER: Pioneer Chris Quentin Technician