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Four Seasons 2R-LR050201 CONCRETE COMPRESSIVE STRENGTH TEST ' Report Number: 94041388.0065 Service Date: January 25, 2005 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: February 01,2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 6:38 am Plant: 22 Supplier: Southern Star Truck No: Ticket No: 714157 Mix I.D. No.: 7752 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 6.0 Concrete Temperature,O F: 62 Ambient Temperature, o F: 48 Plastic Unit Weight, pcf: 140.0 Laboratorv Test Data Sample Information Sample Time: 7:30 am Date Cast: January 25, 2005 Technician: Polikarp J. Labecki Weather Conditions: Sunny, clear Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: 90' S & 40' E from NE Corner Placement Location: Pavement, 100' N & 220' W from SE corner Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 1 6.00 28.27 02/01/2005 7 70,320 2,490 1 2 6.00 28.27 02/01/2005 7 76,850 2,720 Average 2,610 1 3 02/22/2005 28 1 4 02/22/2005 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT 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 consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(a) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0065 Service Date: January 25, 2005 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: February 01, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 8:00 am Plant: 22 Supplier: Southern Star Truck No: 83 Ticket No: 714166 Mix I.D. No.: 7752 Water Added Onsite Before Test: 10 Gallon~ Water Added Onsite After Test: 5 Gallons Field Test Data Test Result Slump, inches: 5.75 Air Content, %: 6 Concrete Temperature,o F: 61 Ambient Temperature, o F: 50 Plastic Unit Weight, pcf: 141.0 Laboratory Test Data Sample Information Sample Time: 9:05 am Date Cast: January 25, 2005 Technician: Polikarp J. Labecki Weather Conditions: Sunny Accumulative Yards: 116 Placement Method: Direct Discharge Sample Locations: 60' S & 30' W from SE corner Placement Location: See page 1 Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 2 1 6.00 28.27 02/01/2005 7 63,530 2,250 2 2 6.00 28.27 02/01/2005 7 69,120 2,440 Average 2,350 2 3 02/22/2005 26 2 4 02/22/2005 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Polikarp J. Labecki Repod Distribution: (1) Hilt & Wilkinson LTD (1) City of Coppell TX (1) City of Coppell TX (1) Hardy McCuIlah/MLM Architects lnc (1) TMBP Consulting Engineers (1) BCE Specialties Reviewed by: The tests were performed in general accordance with applicable ASTM, AASHTO, or DQT 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 consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.