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CF-Justice Center-LR061117 Concrete Compression Test Report eM J ENGINEERING, INe. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: Harrison, Walker, & Harper Police and Fire Renovation City of Coppel! Report Distribution: (1) Harrison, Walker, & Harper (1) City of Coppell (1) Brinkley Sargent Architects (1) Structural Engenuity (1) Teague, Nail, & Perkins (1) City of Coppell CMJ Report No.: 875-6111-054 Report Date: 11/17/2006 4 % min 6 % max 550 F min 950 F max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/07/2006 Jon Lewis Clear/Calm Redi Mixl728 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 4000 psi @ 28 Days 3 in min 5 in max Ticket Number: Slump: Concrete Temperature: Placement Location: 179594 Time Batched: 09:40 5 in Air Content: 5.3 % 780 F Ambient Temperature: 680 F Paving: Parking Lot Addition at Police Station Time Sampled: 10:25 Unit Weight: N/A Yardage (c.y.): 20 of 80 Sample Location: 40' South, 25' East of Northwest Comer of Building Slab for Addition Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 01 CPF11070601 11/14/2006 7 94460 28.09 01 CPF11070602 12/05/2006 28 01 CPF11070603 12/05/2006 28 01 CPF11070604 Hold Stren,gth (pSI) 3360 Fracture Type C-cone/shear Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, I c R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I