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Amberpoint BP-LR020528CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0250 Service Date: April 26, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 10:37am Plant: 16 Supplier: Potter Truck No: 107 Mix I.D. No.: 9337 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laborator~ Test Data Result 5.75 71 54 Ticket No: 613436 Sample Information Sample Time: 10:58am Date Cast: Apdl 26, 2002 Technician: Gerry Graham Weather Conditions: Cloudy & fair Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: Pier Q/5 and Q/5.5 Placement Location: Piers Specification Test Method 5-7 ASTM C-143 N/A ASTM C1064 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (scI. inches) Tested 1 1 6.00 28.27 05/03/2002 1 2 6.00 28.27 05~03~2002 I 3 6.00 28.27 05/24/2002 I 4 6.00 28.27 05/24/2002 Age at Test (days) Maximum Compressive Load Strength 0bs) (PSO 7 136,260 4,820 7 134,140 4,740 Average 4,780 28 156,740 5,540 28 155,200 5,490 Average 5,520 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Gerry Graham Report Distribution: (1) Transwestem Commercial Se~ices (1) O'BHefl & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell - 81dg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: Eugene Harbaur Principal The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test me~hnds. This repod is exclusively for the use of the ~ indicated above and shall not be reproduced except in full without the written approval of Tm. Test results tranemitted herein are only apflEcable to the actual esmples tested at the location(s) referenced and are not nec_~__~_flly indicative of the prope~es of nther apparently similar o~ identical materials. Page 1 of 1 ~"~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spdng Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter FnW., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 7:10am Supplier: Potter Truck No: 116 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.50 1.6 73 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 I 4 6.00 28.27 Ticket No: 613400 Sample Information Sample Time: 7:35am Date Cast: April 26, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 10 Placement Method: Pump Sample Locations: Panel #3 Placement Location: Panesl #2 to ~8, #11 to #19 and #78 to #85 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) 05/03/2002 7 131,300 4,640 05/03/2002 7 134,900 4,770 Average 4,7t0 05/24/2002 28 144,750 5,120 05/24/2002 28 148,000 5,230 Average 6,180 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were perfom~d in general accordance with app#cabis ASTM, AASHTO, or DOT test methods. This report is e~cluatvaly for the use of the indicated above and shall not be relxoduced except in full without the written approval of Te~acon. Test resu~s transmitted herein are only to the ac{ual samples tested at the location(s) referenced and are not necessarily indicatlv~ of the pmpertiss of other apparently similar or identical materials. Page 1 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi ~ 28 Days Batch Time: 8:00am Supplier:. Potter Truck No: 103 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pct': Laboratory Test Data Se[ Specimen No. ID 2 1 2 2 Ticket No: 613409 Sample Information Sample Time: 8:25am Date Cast: April 26, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 100 Placement Method: Pump Sample Locations: Panel #6 Placement Location: See page 1 2 3 2 4 Result Specification Test Method 5.50 ASTM C-143 1.6 ASTM C-231 76 ASTM C1064 56 ASTM C-1064 Age at Maximum Compressive Diameter Area Date Test Load St.rength (inches) (sq. inches) Tested (days) (lbs) (ps f) 6.00 28.27 05/03/2002 7 127,130 4,500 6.00 28.27 05/03/2002 7 128,570 4,550 Average 4,530 6.00 28.27 05/24/2002 28 153,100 5,410 6.00 28.27 05/24/2002 28 150,600 5,330 Average 5,370 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests wore performed in general accordance with applicable ASTM, AASHTO, or DOT test me~neds. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without ~e written approval of Torre¢~. Test results transmitted herein are o~ly applicable to the actual samples tested at the Iocafien(s) referenced and are no{ necessarily indicative of the prope~ of other apparently similar or identical materials. Page 2 of 6 ~"~'~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem 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 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi ~ 28 Days Batc. h Time: 8:54am Supplier: Potter Track No: 105 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.75 1.5 7O Ticket No: 613421 Sample Information Sample Time: 9:30am Date Cast: April 26, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 210 Placement Method: Pump Sample Locations: Panel #15 Placement Location: See page I Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 I 6.00 28.27 05/03/2002 3 2 6.00 28.27 05~03/2002 3 3 6.00 28.27 05~24~2002 3 4 6.00 28.27 05/24/2002 Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 122,820 4,340 7 120,580 4,260 Average 4,300 28 147,g60 5,230 28 145,590 5,150 Average 5,190 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 acc~dance with applicable ASTM, AASHTO, o~ DOT test methods. This report is excJusivaty for the use of the client indicated above and shall not be reproduced excep~ in full without ~ written approval of Terrac~n. Test results transm~ed herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of cther apparently similar o~ identical materials. Page 3 of 6 ~ ~s~.. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 89Ol Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Mater~al Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 9:56am Supplier: Potter Track No: 105 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.00 1.8 74 62 Ticket No: 613430 Sample Information Sample Time: 10:45am Date Cast:April 26, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 300 Placement Method: Pump Sample Locations: Panel #19 Placement Location: See page 1 Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 4 I 6.00 28.27 05/03/2002 4 2 6.00 28.27 05/03/2002 4 3 6.00 28.27 05~24/2002 4 4 6.00 28.27 05/24~2002 Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (ps~ '7 135,420 4,790 7 137,630 4,870 Average 4,830 28 160,840 5,690 28 163,110 5,770 Average 5,730 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressiVe strength samples. The tests were perfommd in general accordance with apl~icable ASTM, AASHTO, or DOT test methods. This report is ~ for the use of the cr~ent indicated above and shell not be reproduced except in full without the written approval of Torracon. 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 ~milar or identical materials. · Pag® 4 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 6~0-1010 ' Report Date: May 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Matetfal Information Specified Strength: 3000 psi ~. 28 Days Batch Time: 11:37am Supplier. Potter Truck No: 102 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.00 1.3 73 62 Ticket No: 613442 Sample Information Sample Time: 12:20pm Date Cast: April 26, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 400 Placement Method: Pump Sample Locations: Panel ft82 Placement Location: See page 1 Specification Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 5 I 6.00 28.27 05/03/2002 5 2 6.00 28.27 05/03/2002 5 3 6.00 28.27 05/2412002 5 4 6.00 28.27 05/24/2002 Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (11~) 7 123,660 4,370 7 125,310 4,430 Average 4,400 28 150,070 5,310 28 146,480 5,180 Average 5,250 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The t _~_.~_ were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the uas of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are (mb/applicable to the actual samples tasted at the location(s) refarer, ced and are not necessarily indicative of the propedies of other apparenlly altair or identical Page 5 of 6 ~.~.w CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0248 Service Date: April 26, 2002 Client: Transwestem Commemial 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 28, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi (~ 28 Days Batch Time: 12:41 pm Supplier: Potter Truck No: 113 Mix I.D. No.: 9337 Plant: 16 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 1.6 Concrete Temperature,o F: 70 Ambient Temperature, o F: 62 Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: 613455 Sample Information Sample Time: 1:30pm Date Cast: April 26, 2002 Technician: Marvin Arandia Weather Conditions: Light rain Accumulative Yards: 530 Placement Method: Pump Sample Locations: Panel #79 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 05~03/2002 6 2 6.00 28.27 05/03/2002 6 3 6.00 28.27 05/24/2002 6 4 6.00 28.27 05/24/2002 ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 127,080 4,490 7 133,920 4,740 Average 4,620 28 156,310 5,530 28 154,190 5,450 Average 5,490 Services- Obtain samples offreshconcreteatthe placementlocations, pedormrequired field tests andcastcompressive strength samples. Technician: Marvin Arandia Report Distribution: (1) Transweatem Comnmrcial Services (1) O'Brien & Associates Irc (1) TechniStructures Irc (1) City of Coppell - Constr Insp (1) City of Coppetl - Bldg Insp (1) Hill & WilHnsoa Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC Engine~ Eugene Harbeur Principat The tests were pedormed in general accordance with applicable ASTM, AASHTO, o~ DOT test methods. This relxxl is exclusivsiy for the use of the client indicated above and shall not be reproduced excap~ in full without the written approval of Teffacon. Test results transmitted herein are only appr~ceble to the actual samples tested at the Ircation(s) referenced and are not necessarily indicative of the propedJes of other apparently similar or ldenticel materials. Page 6 of 6 ~'~""*~"