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Coppell Trade-LR050712CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0043 Service Date: June 16, 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: July 12, 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: Supplier: Truck No: Mix I.D. No.: 9506 Ticket No: Sam_~_~.~nformation Sample Time: Date Cast: June 13, 2005 Technician: Contractor Made Weather Conditions: Placement Method: Sample Locations: Placement Location: Spread Footings: B, C, D, E/14, 15 Field Test Data Test Result Slump, inches: Air Content, %: Concrete Temperature, O F: Ambient Temperature, o F: 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 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) 06/20/2005 7 92,360 3,270 06/20/2005 7 94,770 3,350 Average 3,310 07/11/2005 28 121,380 4,290 07/11/2005 28 121,080 4,280 Average 4,290 Comments: Not tested for plastic unit weight. Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Eric G. Jemigan Report Distribution: (1) Coppell Trade Center LP (1) TechniStructures (1) Cily of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Inc Reviewed by: Robert D. Ray,~. Senior Proje~vlglanager 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 Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST · Report Number: 94051190.0061 Service Date: June 30, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 ' rl!!ff con 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: July 12, 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: 6:54am Supplier: TXI Truck No: 111 Mix I.D. No·: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Field Test Data Test Plant: 141 Ticket No: 73152 0 Gallons 0 Gallons Result Slump, inches: 4.50 Air Content, %: 6.2 Concrete Temperature, o F: 90 Ambient Temperature, o F: 83 Plastic Unit Weight, pcf: 144.3 Laboratory Test Data Sample Information sample Time: 8:10am Technician: Kudret Aksu Weather Conditions: Clear Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Paving Date Cast: June 30, 2005 Specification Test Method 3-5 3-6 ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM Cl 38 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) I 1 6.00 28.27 07/07/2005 7 85,360 3,020 I 2 6.00 28.27 07/07/2005 7 87,010 3,080 Average 3,050 1 3 07/28/2005 28 1 4 07/28/2005 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, 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, o~.E~, Page 1 of 3 CONCRETE COMPRESSIVE STRENGTH TEST · Report Number: 94051190.0061 Service Date: June 30, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 " rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: July 12, 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 Plant: 141 Supplier: TXI Truck No: 70 Ticket No: 73265 Mix I.D. No.: 8206 Water Added Onsite Before Test: 15 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: 9:00am Technician: Kudret Aksu Weather Conditions: Clear Accumulative Yards: 60 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Paving Result Specification Test Method 4.75 3-5 ASTM C143 6.1 3-6 ASTM C231 91 ASTM C1064 87 ASTM Cl 064 ASTM C138 Date Cast: June 30, 2005 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 07/07/2005 7 98,970 / 3,500 2 2 6.00 28.27 07~07/2005 7 97,640 ~r 3,45~ Average 2 3 07/28/2005 28 2 4 07/28/2005 28 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 uss 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 Page 2 of 3 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0061 Service Date: June 30, 2005 Client: Coppell Trade Center LP Attn: Bennet Rafiiff 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: July 12, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 940511g0 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:19am Supplier: TXI Track No: 507 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, o F: Plastic Unit Weight, pcf: Laboratory Test Data Plant: 141 Ticket No: 73510 0 Gallons 0 Gallons Result 4.50 6.1 93 98 Sample Information Sample Time: 11:05am Technician: Kudret Aksu Weather Conditions: Clear Accumulative Yards: 150 Placement Method: Direct Discharge Sample Locations: See attached sketech Placement Location: Paving Specification 3-5 3-6 Date Cast:June 30, 2005 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 I 6.00 28.27 3 2 6.00 28.27 3 3 3 4 Test Method ASTM C143 ASTM C231 ASTM Cl 064 ASTM Cl 064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) ( ~9~0~ 07/07/2005 7 111,200 3, 07/07/2005 7 110,030 . 3,890~ Average 07/28/2005 28 07/28/2005 28 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: Kudret Aksu (1) Coppe~l Trade Center LP (1) Merriman Assoc Inc .... ~JJ Jf~-~ V~ (1) Technt~tructures (1) McFadden & Miller i-(evlewea Dy: ~' ~/'J /'-~" (1) City of Coppelt TX (1) Macatee Engineering Inc ~' Robe~ D. Ray, S.E.T~v~J (1) city o~ Coppell TX Senior Project Man..~,. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use o-f the client indicated above and shall not he 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 3 of 3 0~.F~o ~,~ CONCRETE COMPRESSIVE STRENGTH TEST ' Report Number: 94051190.0029 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 ' rl ff con 8901 Carpenter Fn*/y, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: July 12, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 6:25am Plant: 141 Supplier: TXI Truck No: 37 Ticket No: 59569 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Sample Information Sample Time: 7:20am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 60 Placement Method: Sample Locations: 60' N & 20' W of property comer Placement Location: Paving Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.0 Concrete Temperature,° F: 92 Ambient Temperature, o F: 75 Plastic Unit Weight, pcf: 144.8 Specification Test Method 3-5 ASTM C143 4-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 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 06/16/2005 7 111,070 3,930 Services - 2 6.00 28.27 07/07/2005 28 146,120 5,170 3 6.00 28.27 07/07/2005 28 145,770 5,160 Average 5,170 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 Icoation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials, o~.~a~-F~.. ~.~ Page 1 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0029 Service Date: June 9, 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: July 12, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 7:32am Plant: 141 Supplier: TXI Truck No: 66 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Ticket No: 59454 Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Sample Information Sample Time: 8:12am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 140 Placement Method: Direct Discharge Sample Locations: 58' N & 108' W of SE corner Placement Location: Paving Result Specification Test Method 6.0 3-5 ASTM C143 4.2 4-6 ASTM C231 93 ASTM C1064 80 ASTM C1064 ASTM C138 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 06/16/2005 7 110,400 3,900 2 2 6.00 28.27 07/07/2005 28 141,240 4,990 2 3 6.00 28.27 07/07/2005 28 143,580 5,080 Average 5,040 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 teat 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. Tset 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 4 =~.£,,~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0029 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 'lrefracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: July 12, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 8:44am Plant: 141 Supplier: TXI Truck No: 110 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Field Test Date Test Result Slump, inches: 6.25 Air Content, %: 4.6 Concrete Temperature,° F: 93 Ambient Temperature, o F: 81 Plastic Unit Weight, pcf: 144.0 Ticket No: 59694 Sample Information Sample Time: 9:44am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 230 Placement Method: Direct Discharge Sample Locations: 33' N & 320' W of SE property comer Placement Location: Paving Specification 3-5 4-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 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 06/16/2005 7 113,730 4,020 3 2 6.00 28.27 07/07/2005 28 141,410 5,000 3 3 6.00 28.27 07/07/2005 28 139,840 4,950 Average 4,980 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 exclusrvely 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 3 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0029 Service Date: June 9, 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) 830-1010 Report Date: July 12, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 10:25am Plant: 141 Supplier: TXI Truck No: 111 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Ticket No: 59876 Sample Information Sample Time: 11:35am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 340 Placement Method: Direct Discharge Sample Locations: 35' N & 280' E of SE property comer Placement Location: Paving Field Test Data Test Result Specification Test Method Slump, inches: 4.50 3-5 ASTM C143 Air Content, %: 4.0 4-6 ASTM C231 Concrete Temperature, o F: 95 ASTM C1064 Ambient Temperature, o F: 87 ASTM C1064 Plastic Unit Weight, pcf: ASTM C138 Laboratory 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 06/16/2005 7 112,320 3,970 4 2 6.00 28.27 07/07/2005 28 145,830 5,160 4 3 6.00 28.27 07/07/2005 28 149,850 5,300 Average 5,230 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: Burl E. Thomas Report Distribution: (1) Coppell Trade Center LP (1) TechniSlructures (1) City of Coppell TX (1) City of Coppell TX (1) Men'iman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Ir~c The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiveJy for the use of the client indicated above and shall not be reproduced except in full without the wriQen 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 reatedals.