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BEI Properties-LR060118Concrete Compression Test Report J~ • 1 ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Cooper General Contractors Project: Bloom Retail Center CMJ Report No. 502-5167-012 Report Date 01/18/2006 Report Distribution (1) Cooper General Contractors (1) Ray Mansoory (1) City of Coppell Strength 3000 psi @ 28 Days Placement Date 01/06/2006 Slump 3 in min 5 in max Sampled By Richard Jones Air Content n/a Weather Clear/Light Wind Concrete Temperature 55° F min 90° F max Supplier/Mix Bea11/330H1521 Ambient Temperature n/a Air Content Method ASTM C231 1=ie1d Ctat~ Se€ 1 Ticket Number 89050856 Time Batched: 09.17 Time Sampled: 09:55 Slump 4.5 in Air Content: 1 0 % Unit Weight: NIA Concrete Temperature: 58° F Ambient Temperature: 55° F Yardage (c.y ): 10 of 120 Placement Location: Slab, Entire Slab Sample Location: From SE Corner of Slab, 5' N, 5' W Concrete Compression Test Results Cylinder Age Max Load Area i I f Stren th Fracture i T n.) orce) (sq. Set # # Test Date (days) ( bs. (ps ype 01 BRC01060601 01/13/2006 7 104920 28.27 3710 C-cone/shear 01 BRC01060602 02/03/2006 28 01 BRC01060603 02/03/2006 28 01 BRC01060604 Hold 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 10 Gallons of Water Added On-Site, approved by' Gus w/Cooper CMJ Engineering, Inc 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 1 of 2 Concrete Compression Test Report ~~~ ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax; (817) 589-9993 Client: Cooper General Contractors Project: Bloom Retail Center Report Distribution (1) Cooper General Contractors (1) Ray Mansoory {1) City of Coppell CMJ Report No.. 502-5167-012 Report Date• 01/18/2006 Specifications Test Data Strength 3000 psi @ 28 Days Placement Date 01/06/2006 Slump 3 in min 5 in max Sampled By Richard Jones Air Content n/a Weather Clear/Light Wind Concrete Temperature 55° F min 90° F max Supplier/Mix Beall/330H1521 Ambient Temperature n/a Air Content Method ASTM C231 Field'Data Set #02 Ticket Number 89050873 Time Batched: 11.39 Time Sampled: 12:30 Slump• 5 in Air Content: 1.0 % Unit Weight: NA Concrete Temperature: 62° F Ambient Temperature: 58° F Yardage (c.y ): 110 of 110 Placement Location Slab, Entire Slab Sample Location: From NW Corner, 10' S & 5' E Concrete Compression Test Results Set # Cylinder # Test Date Age Max Load Area (days) (Ibs. force) (sq.in.) Stren th (psi 02 BRC01060605 01/13/2006 7 118980 28.27 4210 02 BRC01060606 02/03/2006 28 02 BRC01060607 02/03/2006 28 02 BRC01060608 Hold 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 10 Gallons of Water Added On-Site, approved by• Gus w/Cooper CMJ Engineering, Inc CMT Manager Fracture Type B-cone/split 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. "" Page 2 of 2