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Four Seasons 2R-LR050223CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0065 Service Date: January 25, 2005 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 ll'erracan 8901 Carpenter Fwvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: ~ebruary 23, 2005 Project: BCE Specialties ~ ~8-9 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 WaterAdded 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,° F: 62 Ambient Temperature, o F: 48 Plastic Unit Weight, pcf: 140.0 Laboratory 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 Cl 38 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested (days) 1 1 6.00 28.27 02/01/2005 7 1 2 6.00 28.27 02/01/2005 7 76,850 Age at Maximum Compressive Test Load Strength (lbs) (psi) 70,320 2,720 2,490 ~,verage ~ 1 3 6.00 28.27 02/22/2005 ~,~106,000 1 4 6.00 28.27 02/22/2006 ~,,~~ 101,540 Average 3,670 Comments: * Does not comply with specified strength. Services - Obtain samples of fresh concrete at the placement strength samples. required field tests and cast compressive The tests were performed in general accordance with applicable ASTM, AASHTO, 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(s) 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 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 ll'err can 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: February 23, 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 Gallons WaterAdded 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 Set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 2 2 6.00 28.27 2 3 6.00 28.27 2 4 6.00 28.27 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 Date Test Load Strength Tested (days) (lbs) (psi) 02/01/2005 7 63,530 2,250 02/01/2005 7 69.120 2,440 02/22/200~ 02,2 2016 ~,..,,~erage 3,310 Comments: * Does not comply with specified strength. Services - Obtain samples of fresh concrete at the placement locations, pedorm requi~ strength samples. field tests and cast compressive Technician: Polikarp J. Labecki Report Distribution: (1) Hill & Wilkinson LTD (1) City of Coppell TX (1) City of Coppell TX (1) Hardy McCullah/MLM Architects (1) TMBP Consulting Engineers (1) BCE Specialties Reviewed by: Robert D. Ray, Senior Project Manager The tes~ were performed in general accordance w~th applicable ASTM, AASHTO, 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(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials.