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Amberpoint BP-LR020614CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 ENCdNEE RING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 5:31am Supplier: Potter Truck No: 104 Mix I.D. No.: 7752 Plant: 16 Ticket No: 613779 Sample Information Sample Time: 6:00am Date Cast:May 16, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 30 Placement Method: Pump Sample Locations: See placement location Placement Location: Pavement- SW of building (See attached sketch) Field Test Data Test Result Slump, inches: 4.00 Air Content, %: Concrete Temperature, o F: 75 Ambient Temperature, o F: 70 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq; inches) 1 1 6.00 28.27 I 2 6.00 28.27 I 3 6.00 28.27 I 4 6.00 28.27 Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C- 1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 05/23/2002 7 133,660 4,730 05/23/2002 7 133,360 4,720 Average 4,730 06/13~2002 28 174,210 6,160 06/13/2002 28 160,270 5,670 Average 5,920 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 apprdval 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 1 of 6 0,-LLW~O, F~ure Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 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: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 6:19am' Supplier: Potter Truck No: 103 Mix I.D. No.: 7752 Plant: 16 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 4.8 Concrete Temperature, o F: 75 Ambient Temperature, o F: 71 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 613787 Sample Information sample Time: 7:05am Date Cast: May 16, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 110 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method ASTM C- 143 ASTM C-231 ASTM C1064 ASTM C-1064 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 05/23/2002 7 120,710 4,270 2 2 6.00 28.27 05/23/2002 7 114,690 4,060 Average 4,170 2 3 6.00 28.27 06/13/2002 28 147,480 5,220 2 4 6.00 28.27 06/13/2002 28 147,850 5,230 Average 5,230 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 6 o,-L~w~0~-~. Kev CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 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: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 7:34am Supplier: Potter Truck No: 101 Mix I.D. No.: 7752 Plant: 16 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 5.0 Concrete Temperature, o F: 74 Ambient Temperature, o F: 73 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 613800 Sample Information Sample Time: 8:00am Date Cast: May 16, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 240 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 I 6.00 28.27 05/23/2002 3 2 6.00 28.27 05/23/2002 3 3 6.00 28.27 06/13/2002 3 4 6.00 28.27 06/13/2002 ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 125,510 4,440 7 120,370 4,260 Average 4,350 28 164,180 5,810 28 168,490 5,960 Average 5,890 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 3 of 6 ,,.L~w~0~., CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 2002 8901 Carpenter Frwy., 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: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 7:54am Supplier: Potter Truck No: 103 Mix I.D. No.: 7752 Plant: 16 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.9 Concrete Temperature, o F: 76 Ambient Temperature, o F: 79 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 613805 Sample Information Sample Time: 9:30am Date Cast: May 16, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 300 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 4 1 6.00 28.27 05/23/2002 4 2 6.00 28.27 05/23/2002 4 3 6.00 28.27 06/13/2002 4 4 6.00 28.27 06/13/2002 Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 122,150 4,320 7 116,000 4,100 Average 4,210 28 148,670 5,260 28 149,670 5,290 Average 5,280 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 .~w~.~., CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 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: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 10:12am Supplier: Potter Truck No: 109 Mix I.D. No.: 7752 Plant: 16 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.0 Concrete Temperature, o F: 77 Ambient Temperature, o F: 75 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 613817 Sample Information Sample Time: 10:50am Date Cast: May 16, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 410 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C- 1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 5 1 6.00 28.27 05/23/2002 7 118,360 4,190 5 2 6.00 28.27 05/23/2002 7 121,120 4,280 Average 4,240 5 3 6.00 28.27 06/13/2002 28 144,220 5,100 5 4 6.00 28.27 06/13/2002 28 148,550 5,250 Average 5,180 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 5 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0281 Service Date: May 16, 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: June 14, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 11:09am Supplier: Potter Truck No: 101 Mix I.D. No.: 7752 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratorv Test Data Result 5.00 5.0 80 85 Ticket No: 613827 Sample Information Sample Time: 12:20pm Date Cast: May 16, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 500 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 6 I 6.00 28.27 05/23/2002 6 2 6.00 28.27 05/23/2002 6 3 6.00 28.27 06/13/2002 6 4 6.00 28.27 06/13/2002 Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 123,000 4,350 7 120,520 4,260 Average 4,310 28 150,730 5,330 28 151,030 5,340 Average 5,340 Services - Obtain samples of fresh concrete at the placement locations, ped'orm required field tests and cast compressive strength samples. Technician: Marvin Arandia Report Distribution: (1) Transwestern Commemial Services (1) O'Brien & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell - Bldg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC Engin,~r~ 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 st the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6 0~ ~LW~.F~* PROJECT: PROJECT NO.: CALCD. SY: CHKD BY: ot'.-~o z_~ o-z..q .o-~ < ~r.Z_~ 7_. DATE: DATE: 5/t ENGINEERING, INC.