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ST9801-LR000516 9'200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631,4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 44 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: 05/16/00 4000 psi @ 28 days 430 of 600 C. Newton CP051609 CP051610 CP051611 CP051612 05/23/00 06/13/00 06/13/00 HOLD 101510 7 28 28 HOLD 3590 Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 76 o F Mix 03:20 PM Ed Bell 85 o F Air Content 4.7 % Slump 3.75 Pick-Up Charge: Yes N/A Ticket No.: 33104 PCF Unit Weight Inches Yield CF/CY ' City of Coppell - Larry Davis Page I ~ Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADORESSED AND APPLY ONLY TO THE SAMPtES TESTED. TEST RESULTS ARE HOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPtES, THIS REF~RT SHALL NOT 8E REPROOUCED EXCEFT IN FULL WITHOUT THE APPROVAL OF STANTECH, 9200 King A~hur Drive Dallas, Texas 75247-3810 Phone 214/631-4~72 Fax 214/6314380 CONCRETE COMPRESSION TEST REPORT Report No,: Location: 43 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: 05/16/00 4000 psi @ 28 days 160 of 600 C. Newton CP051605 CP051606 CP051607 CP051608 05~3100 06/13/00 06/13~0 HOLD 101850 7 28 28 HOLD 3600 Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixtura(s): Distribution: 75 o F Mix 87 o F Air Content 4.4 % Slump 11:15 AM Pick-Up Charge: Yes Ed Bell N/A Ticket No.: 31998 Unit Weight PCF City of Coppell - Larry Davis Yiela CF/CY 3.5 Inches Page I Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADORESSED ANO APR.Y ONLY TO THE IS TESTED. TEST RESULTS ARE ROT NECESSARILY INDICATIVE OF THE QUAUT'f OF APPARENTLY IOENTICAL OR SIMILAR ,~,M4PLES. THIS REPORT SHALL ROT BE REPRODUCED EXCEFT IN FULL WITHOUT THE APPROVAL OF STANTECH. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4872 Fax 214/6314380 Report No.: Location: CONCRETE COMPRESSION TEST REPORT 42 JOb No.: 1520COP03 North Coppell Road at West side of Road Contractor: Reported To: (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Ed Bell Construction City of Coppell - Kenneth Griffin, P.E. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: 05/16/00 4000 psi @ 28 days 20 of 600 C. Newton CP051601 CP051602 CP051603 CP051604 05/23/00 06/13/00 0611 3100 HOLD 92690 7 28 28 HOLD 3280 Temperature: Ambient 73 o F Mix 88 o F Air Content 3.5 % Slump 3.75 Inches Time of Sample: 07:30 AM Pick-Up Charge: Yes Source of Concrete: Ed Bell N/A Ticket No.: 31994 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water:. Yiel~ CFICY Cement: Fly Ash: Admixture(s): Distribution: City of Coppell - Larry Davis ~ C© · ,.. '] ./!>' ,~.' . , ne Page I of _~ Test Methods: ASTM C 31, C 39. C 173, C 192. C 231 and C 1064 OUR Li:rl~-R$ ANO REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADORESSED AND APPI. Y ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLE& THIS REPORT SHALL NOT BE REPROI:X, ICE0 EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH. 4· bllaeedlg b. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/6314372 Fax 214/831-4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 42 JOb No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: 05/16/00 4000 psi @ 28 days 20 of 600 C. Newton CP051601 CP051602 CP051603 CP051604 05/23~0 06/13/00 06/13/00 HOLD 92690 7 28 28 HOLD 3280 Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 73 o F Mix 07:30 AM Ed Bell 88 o F Unit Weight Air Content 3.5 % Slump Pick-Up Charge: Yes N/A Ticket No.: 31994 PCF 3.75 Inches Yield CF/CY City of Coppell - Larry Davis . ,--' / I L7 . , Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADORESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 43 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area o 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: 05/16/00 4000 psi @ 28 days 160 of 600 C. Newton CP051605 CP051606 CP051607 CP051608 05/23/00 06/13/00 06/13/00 HOLD 101850 7 28 28 HOLD 3600 Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 75 o F Mix 87 o F Air Content 4.4 % Slump 11:15 AM Pick-Up Charge: Yes Ed Bell N/A Ticket No.: 31998 Unit Weight PCF City of Coppell - Larry Davis Yield CF/CY 3.5 Inches Signed ' Page 1 of C--~ Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LE'rI'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATiVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH. 9200 KIng Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631.4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 44 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E, (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN. Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compressive Strength, PSh Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: 05/16/00 4000 psi @ 28 days 430 of 600 C. Newton CP051609 CP051610 CP051611 CP051612 05/23/00 06/13/00 06/13/00 HOLD 101510 7 28 28 HOLD 3590 Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 76 o F Mix 03:20 PM Ed Bell 85 o F Air Content 4.7 % Slump 3.75 Pick-Up Charge: Yes N/A Ticket No.: 33104 PCF Unit Weight Yield CF/CY Page 1 Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LE'FFERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH. Inches 9200 King Arlhur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/8314380 Report No.: Location: CONCRETE COMPRESSION TEST REPORT 42 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28,27 SQ. IN. 73 o F Mix 07:30 AM Ed Bell City of Coppell - Larry Davis Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP051601 CP051602 CP051603 05~3~0 06/13/00 06/13/00 92690 133690 122400 7 28 28 3280 4730 4330 4530 05/16/00 4000 psi @ 28 days 20 of 600 C. Newton Field Number: Test Date: Maximum Load, LBS: Age When Tested, Days: Compresslye Strength, PSh Average Strength, PSI: Type Break: Conical (U.N.O.) Remarks: Unit Weight Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: CP051604 HOLD DISCARD 88 o F Air Content 3,5 % Slump 3.75 Inches Pick-Up Charge: Yes N/A Ticket No.: PCF 31994 Yield CF/CY~I~'~'~''0''~' ,f.'.,.'....: ....... Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WffHOUT THE APPROVAL OF STANTECH. 9200 King Arthur Ddve Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4,180 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 43 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: CP051605 Test Date: 05/23/00 Maximum Load, LBS: 101850 Age When Tested, Days: 7 Compressive Strength, PSh 3600 Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP051606 CP051607 06113~0 06/13~0 129590 120480 28 28 4580 4260 4420 0~16/00 4000 psi@28 days 160 of 600 C. Newton CP051608 HOLD DISCARD Temperature: Ambient 75 ° F Mix 87 ° F Air Content 4.4 % Slump 3.5 Inches Time of Sample: 11:15 AM Pick-Up Charge: Yes Source of Concrete: Ed Bell N/A Ticket No.: 31998 Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: Unit Weight PCF City of Coppell - Larry Davis f ~~ NA Page 1 of ~ Test Methods: AS~ C 31, C 39, C 173, C 192, C 231 and C 10~ OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 42 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: CP051601 Test Date: 05/23/00 Maximum Load, LBS: 92690 Age When Tested, Days: 7 Compressive Strength, PSh 3280 Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP051602 CP051603 06/13/00 06/13/00 133690 122400 28 28 4730 4330 4530 05/16/00 4000 psi @ 28 days 20 of 600 C. Newton CP051604 HOLD DISCARD Temperature: Ambient 73 ° F Mix 88 ° F Air Content 3.5 % Slump 3.75 Inches Time of Sample: 07:30 AM Pick-Up Charge: Yes Source of Concrete: Ed Bell N/A Ticket No.: 31994 Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: City of Coppell - Larry Davis Unit Weight PCF Yield CF/CY .... Test Methods: AS~ C 31, C 39, C 173, C 192, C 231 and C 10~ OUR LE'I']'ERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF STANTECH. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 CONCRETE COMPRESSION TEST REPORT Report No.: Location: 43 Job No.: 1520COP03 North Coppell Road at West side of Road Contractor: Ed Bell Construction Reported To: City of Coppell - Kenneth Griffin, P.E. (6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN. Field Number: CP051605 Test Date: 05/23/00 Maximum Load, LBS: 101850 Age When Tested, Days: 7 Compresslye Strength, PSh 3600 Average Strength, PSh Type Break: Conical (U.N.O.) Remarks: Date Cast: Specification: Quantity Represented: Sampled By: By Order Of: CP051606 CP051607 06113100 06/13/00 129590 120480 28 28 4580 4260 4420 05/16/00 4000 psi @ 28 days 160 of 600 C. Newton CP051608 HOLD DISCARD Temperature: Ambient Time of Sample: Source of Concrete: Fine Aggregate: Coarse Aggregate: Water: Cement: Fly Ash: Admixture(s): Distribution: 75 ° F Mix 11:15 AM Ed Bell 87 ° F Air Content 4.4 % Slump Pick-Up Charge: Yes N/A Ticket No.: 31998 3.5 Inches Unit Weight PCF City of Coppell - Larry Davis Yield Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064 OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED. TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES, THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL W1THOUT THE APPROVAL OF STANTECH,