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Northpoint Dr-LR020530 (2)CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 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: 3600 psi @ 28 Days Batch Time: Plant: 1 Supplier: GTI Truck No: Ticket No: Mix I.D. No.: 2329 Field Test Data Test Slump, inches: Air Content, %: Coricrete Temperature,© F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Sample Information Sample Time: 8:50am Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 150 Placement Method: Direct Discharge Sample Locations: Sta. 0+50 Placement Location: Pavement S of Amberpoint Result Specification Test Method 5.25 ASTM C-143 2.8 ASTM Co231 78 ASTM C1064 75 ASTM C-1064 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) 1 1 6.00 28.27 05/28/2002 7 126,000 4,460 1 2 6.00 28.27 05/28/2002 7 122,400 4,330 Average 4,400 I 3 06/18/2002 28 1 4 06/18/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive str'ength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use el J~e client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only 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 I of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 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 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: Supplier: GTI Truck No: Mix I.D. No.: 2329 Plant: 1 Ticket No: Sample Information Sample Time: 10:50am Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 300 Placement Method: Direct Discharge Sample Locations: Sta. 3+00 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: ASTM C-143 Air Content, %: 4.0 ASTM C-231 Concrete Temperature,° F: 79 ASTM Cl 064 Ambient Temperature, o F: 75 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) 2 I 6.00 28.27 05/28/2002 7 128,120 4,530 2 2 6.00 28.27 05/28/2002 7 128,620 4,550 Average 4,540 2 3 06/18/2002 28 2 4 06/18/2002 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 Ihe 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 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 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 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: Supplier: GTI Truck No: Mix I.D. No.: 2329 Plant: 1 Ticket No: Sample Information Sample Time: 1:05pm Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 450 Placement Method: Direct Discharge Sample Locations: Sta. 4+50 Placement Location: See page 1 Field Test Data Test Result Slump, inches: 3.00 Air Content, %: 4.7 Concrete Temperature,° F: 85 Ambient Temperature, o F: 77 Plastic Unit Weight, pcf: 149.2 Laboratory Test Data Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C- 1064 ASTM C- 138 Set Specimen Diameter Area Date No. iD (inches) _(sq. inches) Tested 3 1 6.00 28.27 05/28/2002 7 109,330 3,870 3 2 6.00 28.27 05/28/2002 7 109,500 3,870 Average 3,870 3 3 06/18/2002 28 3 4 06/18/2002 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 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 ~ client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only app~mal~e 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 6 "'~"~'~' CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 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 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: Supplier: GTI Truck No: Mix I.D. No.: 2329 Plant: 1 Ticket No: Field Test Data Test Result Slump, inches: 3.00 Air Content, %: 3.9 Concrete Temperature,° F: 80 Ambient Temperature, o F: 85 Plastic Unit Weight, pcf: 148.6 Laboratory Test Data Sample Information Sample Time: 2:30pm Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 600 Placement Method: Direct Discharge Sample Locations: Sta. 7+00 Placement Location: See page 1 Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 4 1 6.00 28.27 05/28/2002 4 2 6.00 28.27 05/28/2002 4 3 06/18/2002 4 4 06/18/2002 ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 118,410 4,190 7 115,350 4,080 Average 4,140 28 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 6 *,~LW,'~,~,,..~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 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: 3600 psi @ 28 Days Batch Time: Supplier: GTI Truck No: Mix I.D. No.: 2329 Plant: 1 Ticket No: Field Test Data Test Sample Information Sample Time: 3:45pm Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 75 Placement Method: Direct Discharge Sample Locations: Sta. 8+65 Placement Location: See page 1 Specification Test Method Result Slump, inches: 3.00 Air Content, %: 4.5 Concrete Temperature,° F: 85 Ambient Temperature, o F: 85 Plastic Unit Weight, pcf: 148.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 ASTM C- 138 5 1 6.00 28.27 05/28/2002 7 125,780 4,450 5 2 6.00 28.27 05/28/2002 7 111,890 3,960 Average 4,210 5 3 06/18/2002 28 5 4 06/18/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were pedormed 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 5 of 6 ~a~,~, ~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0040 Service Date: May 21,2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Fi'wy., 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: 3600 psi @ 28 Days Batch Time: Supplier: GTI Truck No: Mix I.D. No.: 2329 Plant: 1 Ticket No: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.00 4.4 8O 83 148.6 Sample Information Sample Time: 4:25pm Date Cast: May 21,2002 Technician: Marvin Arandia Weather Conditions: Clear Accumulative Yards: 900 Placement Method: Direct Discharge Sample Locations: Sta. 10+65 Placement Location: See page 1 Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 6 1 6.00 28.27 05/28/2002 6 2 6.00 28.27 05/28/2002 6 3 06/18/2002 6 4 06/18/2002 ASTM C-143 ASTM C-231 ASTM C1 O64 ASTM C-1064 ASTM C-138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 93,190 3,300 7 95,200 3,370 Average 3,340 28 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 Coppell - BIdg Insp (1) State Farm Insurance {1) Moss Construction Reviewed by: HBC Engine&~J/~/ 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 6 of 6 o.~_w,~, ~..~