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Northpoint Dr-LR020530CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Sample Information sample Time: 7:50am Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 150 Placement Method: Direct Discharge Sample Locations: 10+50 Stationary Placement Location: Pavement SE of Amberpoint Field Test Data Test Result Slump, inches: 2.75 Air Content, %: 4.6 Concrete Temperature,° F: 75 Ambient Temperature, o F: 65 Plastic Unit Weight, pcf: 145.4 Laboratory Test Data Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 Age at Test (days) 7 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 1 1 6.00 28.27 05/29/2002 I 2 6.00 28.27 05/29~2002 7 Average I 3 06/19/2002 28 1 4 06/19/2002 28 Maximum Compressive Load Strength (lbs) (psi) 105,110 3,720 101,460 3,590 3,660 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 repod 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 Page 1 of 10 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 ENGINEEI~ING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commemial Services Attn: Jim Gaspard 5001 Spdng Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 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: 8:50am Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 300 Placement Method: Direct Discharge Sample Locations: Sra. 13+15 Placement Location: See page I Result Specification Test Method 3.00 ASTM C-143 4.0 ASTM C-231 75 ASTM Cl 064 66 ASTM C-1064 148.0 ASTM C-138 Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 2 1 6.00 28.27 05/29/2002 7 2 2 6.00 28.27 05/29/2002 7 Average 2 3 06/19/2002 28 2 4 06/19/2002 28 Maximum Compressive Load Strength (lbs) (psi) 114,280 4,040 112,690 3,990 4,020 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 2 of 10 o~ LLW/~O14~ult~e Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 3.00 Air Content, %: 4.2 Concrete Temperature, o F: 75 Ambient Temperature, o F: 80 Plastic Unit Weight, pcf: 147.8 Laboratory Test Data Sample Information Sample Time: 9:40am Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 450 Placement Method: Direct Discharge Sample Locations: Sta. 14+30 Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 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 05/29/2002 7 106,140 3,750 3 2 6.00 28.27 05/29/2002 7 105,200 3,720 Average 3,740 3 3 06/19/2002 28 3 4 06/19/2002 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 approval of Terrecon. 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 10 o~ LLW~0~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 ENGINF~E I~JNG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 3.50 Air Content, %: 4.7 Concrete Temperature, o F: 80 Ambient Temperature, o F: 78 Plastic Unit Weight, pcf: 147.6 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 4 1 6.00 28.27 4 2 6.00 28.27 4 3 4 4 Sample Information Sample Time: 10:35am Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 600 Placement Method: Direct Discharge Sample Locations: Sta. 15+10 Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM Cl 064 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Date Test Load Strength Tested (~ (lbs) (~,~si) 05/2 /2002 7 08,640 3,660 05/29/2002 ~ 107,880 310 Average 3,830 06/19/2002 28 06/19/2002 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 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 4 of 10 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 EN(ZNF~RING 8901 Carpenter F,wvy,, Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 3.00 Air Content, %: 4.6 Concrete Temperature, o F: 80 Ambient Temperature, o F: 77 Plastic Unit Weight, pcf: 148.2 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Sample Information sample Time: 11:30am Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 750 Placement Method: Direct Discharge Sample Locations: Sta. 12+00 Placement Location: See page I Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 5 I 6.00 28.27 05/29/2002 7 126,560 4,480 5 2 6.00 28.27 05/29/2002 7 123,800 4,380 Average 4,430 5 3 06/19/2002 28 5 4 06/19/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were per[ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~l 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 5 of 10 *,~LW~O~,..<W CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Ma terial Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Sample Information sample Time: 12:20pm Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 900 Placement Method: Direct Discharge Sample Locations: Sta. 18+50 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 4.00 ASTM C-143 Air Content, %: 4.5 ASTM C-231 Concrete Temperature, o F: 75 ASTM C1064 Ambient Temperature, o F: 80 ASTM C-1064 Plastic Unit Weight, pcf: 148.6 ASTM C-138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 6 I 6.00 28.27 05/29/2002 7 114,390 4,050 6 2 6.00 28.27 05/29/2002 7 116,700 4,130 Average 4,090 6 3 06/19/2002 28 6 4 06/19/2002 28 Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive strength samples. 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 6 of 10 o~,.~o,.r...K~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Ddve & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 4.00 Air Content, %: 5.5 Concrete Temperature,o F: 78 Ambient Temperature, o F: 80 Plastic Unit Weight, pcf: 142.0 Laboratory Test Data Sample Information Sample Time: 1:15pm Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 1050 Placement Method: Direct Discharge Sample Locations: Sta. 19+70 Placement Location: See page 1 Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 7 1 6.00 28.27 05/29/2002 7 2 6.00 28.27 05/29/2002 ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Test Load Strength (days) (lbs) . (psi__~) -~ 99,-'~-0 1 3,500 7 97,640 ~',','~ 0 Average 3,480 7 3 06/19/2002 28 7 4 06/19/2002 28 Services - Obtain samples of fresh concrete at the placement locations, pedorm 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 ara not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 10 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spdng Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 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: 2:30pm Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 1200 Placement Method: Direct Discharge Sample Locations: Sta. 21+00 Placement Location: See page 1 Result Specification Test Method 3.00 ASTM C-143 4.8 ASTM C-231 82 ASTM C1064 80 ASTM C-1064 145.0 ASTM C-138 Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 8 1 6.00 28.27 05/2912002 7 106,330 8 2 6.00 28.27 05~29/2002 7 107,000 Average 8 3 06/19/2002 28 8 4 06/19/2002 28 Maximum Compressive Load Strength (lbs) , (psi) 3,770 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 8 of 10 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.0 Concrete Temperature, o F: 75 Ambient Temperature, o F: 82 Plastic Unit Weight, pcf: 145.6 Laboratory Test Data Sample Information Sample Time: 3:30pm Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 1350 Placement Method: Direct Discharge Sample Locations: Sta. 22+60 Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 9 1 6.00 28.27 05/29/2002 7 98,470 3,480 9 2 6.00 28.27 05/29/2002 7 105,020 3,710 Average 3,600 9 3 06/19/2002 28 9 4 06/19/2002 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 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 propedies of other apparently similar or identical materials. Page 9 of 10 o,~w~,~r,~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0041 Service Date: May 22, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: May 30, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: Plant: On-Site Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2328 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.9 Concrete Temperature, o F: 81 Ambient Temperature, o F: 83 Plastic Unit Weight, pcf: 146.0 Laboratory Test Data Sample Information Sample Time: 4:55pm Date Cast: May 22, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 1500 Placement Method: Direct Discharge Sample Locations: Sta. 24+40 Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C- 138 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 10 1 6.00 28.27 05/29/2002 7 104,840 ~' 3,710 10 2 6.00 28.27 05/29/2002 7 107,530 3,800 Average ~ 10 3 06/19/2002 28 10 4 06/19/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Marvin Arandia Report Distribution: (1) Transwestern Commercial Services (1) Glenn Thurman Inc (1) Halff Associates (1) City of Coppell - Engineering (1) City of Coppall - BIdg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC Enginee<~ Eugene Harbour Principal 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 10 of 10