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Coppell Trade-LR050803CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0064 Service Date: July 5, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) e30-1010 Report Date: August 03, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 6:48am Supplier: TXI Truck No: 109 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 141 Ticket No: 75176 0 Gallons 0 Gallons Result Slump, inches: 5.75 Air Content, %: 3.7 Concrete Temperature, O F: 90 Ambient Temperature, o F: 85 Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: 7:10am Date Cast: July 5, 2005 Technician: Eric G. Jernigan Weather Conditions: Clear, warm and humid Accumulative Yards: 90 Placement Method: Direct Discharge Sample Locations: 140' N of Grate inlet Placement Location: E side Pavement and Fire Lane Specification Test Method 3-5 3.4 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 1 1 6.00 28.27 07/12/2005 1 2 6.00 28.27 07/12/2005 1 3 6.00 28.27 08/02/2005 1 4 6.00 28.27 08/02/2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 96,530 ~' 3,410 95,050 Average ~"3,390 28 123,480 28 117,170 44,2~60 Average 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 Iocstion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0064 Service Date: July 5, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: August 03, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 7:57am Supplier: TXI Truck No: 69 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Plant: 141 Ticket No: 75303 0 Gallons 0 Gallons Result 6.50 4.8 88 86 Sample Information sample Time: 8:15am Date Cast: July 5, 2005 Technician: Eric G. Jemigan Weather Conditions: Partly cloudy, warm Accumulative Yards: 190 Placement Method: Direct Discharge Sample Locations: At Grate inlet (east) Placement Location: SE side of Fire Lane and Pavement Specification Test Method 3-5 3.4 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 07/12/2005 2 2 6.00 28.27 07/12/2005 2 3 6.00 28.27 08/02/2005 2 4 6.00 28.27 08/02/2005 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 85,850 ~,040 7 88,400 · ~ Average 3,090 28 113,540 / 4,020 . 28 113,450 Average 4,020 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 parformed in general acoordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiveh/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 ara onh/applicable to the actual samples tested at the Icoation(s) referenced and ara not necessarily,indicative of the properties of other apparently similar or identical materials. Page 2 of 3 o~.;~.. ~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0064 Service Date: July 5, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 '1 rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: August 03, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:06am Supplier: TXI Truck No: 69 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, e F: Plastic Unit Weight, pcf: Laboratory Test Data Plant: 141 Ticket No: 75398 0 Gallons 0 Gallons Result 7.50 5.2 9O 79 Sample Information Sample Time: 10:17am Date Cast:July 5, 2005 Technician: Eric G. Jernigan Weather Conditions: Cloudy, light rain and windy Accumulative Yards: 290 Placement Method: Direct Discharge Sample Locations: 40' N of SE Approach Placement Location: SE Fire Lane and Pavement for Parking Specification 3-5 3.4 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 1 6.00 28.27 07/12/2005 3 2 6.00 28.27 07/12/2005 3 3 6.00 28.27 08/02/2005 3 4 6.00 28.27 08/02/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 82,500 ] 2,920 7 80,140 ~ Average ~ 28 112,890 3 9 28 115,960 Average 4,050 Comments: * Does not comply with specified strength. 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: Eric G. Jemigan Report Distribution: (1) Coppell Trade Center LP (1) TechniSt ructures (1) City of Coppelr TX (1) City of Coppell TX (1) McFadden & Miller Reviewed by: (1) Macatee Engineering Inc Robert D. Ray, S.~. Senior project ~nager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclush/ely 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 Icoation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.