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Valley R Plaza 2B-LR030811Slump, inches: 5.25 CONCRETE COMPRESSIVE STRENGTH TEST lrer"r con Report Number: 94031170.0053 8901 Carpenter Frwy, Ste #100 Service Date: July 14, 2003 Dallas, Texas 75247 (214) 630 -1010 Client: Phase II BLMA Limited Report Date: August 11, 2003 Attn: Tad Weatherford Project: Valley Ranch Plaza Phase II 5950 Berkshire Ln Ste 410 917 South MacArthur Blvd Dallas TX 75225 Coppell, TX Project Number: 94031170 Material Information Sample Information Specified Strength: 4000 psi @ 28 Days Sample Time: 8:40am Date Cast: July 14, 2003 Laboratory Test Data Technician: Thomas J. Cleaver Batch Time: 7:37am Plant: 89 Weather Conditions: Clear, sunny Supplier: Beall Accumulative Yards: 110 Truck No: 117 Ticket No: 89028477 Placement Method: Direct Discharge Mix I.D. No.: 340L1504 Sample Locations: See page 1 Water Added Onsite Before Test: 10 Gallons Placement Location: See page 1 Field Test Data Test Load Test Result Specification Test Method Slump, inches: 5.25 ASTM C -143 Air Content, %: 5.0 ASTM C -231 Concrete Temperature, 0 F: 91 ASTM C -1064 Ambient Temperature, ° F: 93 ASTM C -1064 Plastic Unit Weight, pcf: Laboratory Test Data 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 07/21/2003 7 99,680 3,520 2 2 6.00 28.27 07/21/2003 7 106,500 3,770 Average 3,650 2 3 6.00 28.27 08/11/2003 28 126,730 4,480 2 4 6.00 28.27 08/11/2003 28 130,580 4,620 Average 4,550 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Thomas J. Cleaver Report Distribution: r on (1) Phase II BLMA Limited (1) City of Coppell TX Reviewed by: (1) City of Coppell TX EilcJ. Cleve nd, P.E. (1) Mycon General Contractors Senior Project Engineer 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 approval of Terracon. 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. Page 2 of 2 01 - LLw Di-F�„.,, I Derr c ®n PROJECT: //�/ //Rr � �"�� &"e; Page of JOB NO. 9yo3 D�s3 Date � �� �� Comp. By 5 CHECKED BY: / �u I � Form 112 - 5 -93 1 CONCRETE COMPRESSIVE STRENGTH TEST t-- Report Number: 94031170.0053 1('erracon Service Date: Jul 14, 2003 8901 Carpenter Frwy, Ste #100 July Dallas, Texas 75247 (214) 630 -1010 Client: Phase II BLMA Limited Report Date: August 11, 2003 Attn: Tad Weatherford Project: Valley Ranch Plaza Phase II 5950 Berkshire Ln Ste 410 817 South MacArthur Blvd Dallas TX 75225 Coppell, TX Project Number: 94031170 Material Information Sample Information Specified Strength: 4000 psi @ 28 Days Sample Time: 6:35am Date Cast: July 14, 2003 Technician: Thomas J. Cleaver Batch Time: 5:44am Plant: 89 Weather Conditions: Clear Supplier: Beall Accumulative Yards: 30 Truck No: 117 Ticket No: 89028469 Placement Method: Direct Discharge Mix I.D. No.: 340L1504 Sample Locations: See attached sketch Water Added Onsite Before Test: 5 Gallons Placement Location: Pavement curbs Field Test Data Test Result Specification Test Method Slump, inches: 5.00 Air Content, %: 3.8 Concrete Temperature,° F: 92 Ambient Temperature, 0 F: 82 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 1 4 6.00 28.27 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1064 Comments: Not tested for plastic unit weight. 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, 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 approval of Terracon. 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. Page 1 of 2 o,- ILw.o, -I... x., Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 07/21/2003 7 112,760 3,990 07/21/2003 7 115,010 4,070 Average 4,030 08/11/2003 28 131,860 4,660 08/11/2003 28 135,070 4,780 Average 4,720 Comments: Not tested for plastic unit weight. 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, 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 approval of Terracon. 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. Page 1 of 2 o,- ILw.o, -I... x.,