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Four Seasons 2R-LR050509CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0102 Service Date: April 7, 2005 'll'erracan 8901 Carpenter F~,vy, 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: May 09, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Material Information Project Number: 94041388 Sample information Specified Strength: 4000 psi @ 28 Days Batch Time: 3:00 am Plant: 27 Supplier: Southern Star Truck No: 8 Mix I.D. No.: 7752 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Ticket No: 773742 0 Gallons 0 Gallons Result Slump, inches: 5,50 Air Content, %: 0,4 Concrete Temperature, o F: 70 Ambient Temperature, o F: 52 Plastic Unit Weight, pcf: Laboratorv Test Data Sample Time: 3:25 am Date Cast: April 7, 2005 Technician: Terry Smith Insp/Testing Weather Conditions: Cloudy Accumulative Yards: 30 Placement Method: Direct Discharge Sample Locations: 20' E & 60' S of NW corner of bldg, Placement Location: Paving around perimeter of bldg, Specification Test Method 3-5 ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 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 04/14/2005 7 127,160 4,500 1 2 600 28,27 05/05/2005 28 156,610 5,540 1 3 6.00 28.27 05/05/2005 28 160,760 5,690 Average 5,620 1 4 Hold Comments: Not tested for plastic unit weight. .~...-~ "'"~ Services - Obtain samples of fresh concrete at t..f.fl~lYc~em~t locations, perform required field tests and cast compressive strength samples. .~' i . ~/, The tests were performed in general accordance with applJcab e ASTM, AASHTO, or DOT test methods This report is exclusively for the use of the client indicated above and shari not be reproduced except in full without the written consent of our company Test resutts transmitted herein are only applicable to the actual samples tested at the location(s) reCerenced and are not necessarily indicative of the properties of other apparently similar or identical materials CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0102 Service Date: April 7, 2005 'll'erracon 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: May 09, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041368 Material information Specified Strength: 4000 psi @ 28 Days Batch Time: 3:55 am Plant: 27 Supplier: Southern Star Truck No: 648 Mix I.D. No.: 7752 Field Test Data Test Result Slump, inches: 4.50 Air Content, %: 5.5 Concrete Temperature, o F: 72 Ambient Temperature, o F: 53 Plastic Unit Weight, pcf: Laboratori/ Test Data Ticket No: 773750 Sample Information Sample Time: 4:30 am Date Cast: April 7, 2005 Technician: Terry Smith Insp/Testing Weather Conditions: Cloudy Accumulative Yards: 110 Placement Method: Direct Discharge Sample Locations: 40' S & 8' E of NE corner of bldg. Placement Location: See page I Specification Test Method 3-5 ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 04/14/2005 2 2 6.00 28.27 05/05/2005 2 3 6.00 28.27 05/05/2005 2 4 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 126,960 4,490 28 167,690 5,930 28 161,290 5,700 Average 5,820 Hold 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 app cab e 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 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0087 Service Date: March 10, 2005 Client: Hill & Wilkinson LTD Attn: Charles HoagLand 800 Klein Rd Ste 100 Piano TX 75074 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report l~: May 09, 2005 p r oj e c.~.~C E S p eci a It~e~ 98"g'~c~5~ndy Lake Road Coppell, TX Project Number: 94041388 Material Information Sample Information Specified Strength: 4000 psi @ 28 Days Sample Time: 8:30 am Date Cast: March 10, 2005 Technician: Charles A. Patterson Batch Time: 7:50 am Plant: 27 Weather Conditions: Sunny, windy Supplier: Southern Star Accumulative Yards: 20 Truck No: 0031 Ticket No: 764502 Placement Method: Pump Mix hD No.: 7752 Sample Locations: See attached sketch Water Added Onsite Before Test: 0 Gallons Placement Location: Paving Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Specification Test Method SLump, inches: 450 5.0 Max ASTM C143 Air Content, %: 3.7 3-7 ASTM C231 Concrete Temperature,° F: 64 ASTM C1064 Ambient Temperature, o F: 53 ASTM C1064 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) 1 1 6.00 28.27 0311712005 7 137,910 4,880 1 2 6.00 28.27 0410712005 28 152,170 5,380 1 3 6.00 28.27 0410712005 28 166,890 5,900 Average 5,640 1 4 6.00 2827 0510512005 56 188,130 6,650 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' i~ 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 abo*e 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 Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0087 Service Date: March 10, 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: May 09, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:08 am Plant: 27 Supplier: Southern Star Truck No: 0031 Ticket No: 764511 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: 5.00 Air Content, %: 3.1 Concrete Temperature, o F: 64 Ambient Temperature, o F: 58 Plastic Unit Weight, pcf: Sample Information Sample Time: 10:00 am Date Cast: March 10, 2005 Technician: Charles A. Patterson Weather Conditions: Sunny, windy Accumulative Yards: 110 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Specification Test Method 5.0 Max ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 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 03/17/2005 7 110,670 3,910 2 2 6.00 28.27 04/07/2005 28 140,950 4,980 2 3 6.00 28.27 04/07/2005 28 143,430 5,070 Average 5,030 2 4 6.00 28.27 05/05/2005 56 162,700 5,750 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, °r DOT test meth°ds 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 ir~dicative of the properties of other apparently similar or identical Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94041388.0087 Service Date: March 10, 2005 'll'erracan 8901 Carpenter Frwy, Ste #~00 Dallas, Texas 75247 (214) 630-1010 Client: Hill & Wilkinson LTD Attn: Charles Hoagland 800 Klein Rd Ste 100 Piano TX 75074 Report Date: May 09, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041 388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:30 am Plant: 27 Supplier: Southern Star Truck No: 1883 Mix I.D. No.: 7752 Water Added Onsite Before Test: Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 500 Air Content, %: 4.0 Concrete Temperature, o F: 70 Ambient Temperature, o F: 71 Plastic Unit Weight, pcf: Ticket No: 764523 0 Gallons Sample Information Sample Time: 11:45 am Date Cast: March 10, 2005 Technician: Chades A. Patterson Weather Conditions: Sunny, windy Accumulative Yards: 220 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Specification Test Method 5.0 Max ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 3 1 6.00 28.27 03/17~2005 7 107,240 3,790 3 2 6.00 28.27 04/07/2005 28 135,640 4,800 3 3 6.00 28.27 04/07/2005 28 141,840 5,020 Average 4,910 3 4 6.00 28.27 05/05/2005 56 155,410 5,500 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 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: 94041388.0087 Service Date: March 10, 2005 1rerracan 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: May 09, 2005 Project: BCE Specialties 989 West Sandy Lake Road Coppell, TX Project Number: 94041388 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 11:25 am Plant: 27 Supplier: Southern Star Truck No: 1883 Mix I.D. No.: 7752 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 3.7 Concrete Temperature, o F: 71 Ambient Temperature, o F: 73 Plastic Unit Weight, pcf: Ticket No: 764532 Sample Information Sample Time: 1:00 pm Date Cast:March 10,2005 Technician: Charles A. Patterson Weather Conditions: Sunny, windy Accumulative Yards: 310 Placement Method: Chute Sample Locations: See attached sketch Placement Location: See page 1 Specification Test Method 5.0 Max ASTM C143 3-7 ASTM C231 ASTM C1064 ASTM C1064 LaboratorF Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 4 1 6.00 28.27 03/17/2005 7 99,160 3,510 4 2 6.00 28.27 04/07/2005 28 123,650 4,370 4 3 6.00 28.27 04/07/2005 28 123,940 4,380 Average 4,380 4 4 6.00 28 27 05/05/2005 56 135,090 4,780 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: Charles A. Patterson Repod Distribution: (1) Hill & Wilkinson LTD (1) Hardy McCullah/MLM Archilects Inc (1) TMBP Consulling Engineers (1) City of Copper] TX (1) BCE Specialties Reviewed by: Senior Proj//~an-i~;r 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 sinai[ar or identical materials