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Amberpoint BP 2-LR030207CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0221 Service Date: January 30, 2003 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material information Specified Strength: 4000 psi @ 28 Days Batch Time: Plant: 1 Supplier: Potter Concrete Truck No: 102 Mix I.D. No.: 9349 Ticket No: 113372 Sample Information Sample Time: 9:35am Date Cast: January 30, 2003 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 10 Placement Method: Direct Discharge Sample Locations: Grid Line I & J, 4 thru 10 Placement Location: All Diamond's around columns except E-4 & 2/H-5 & I-7 & columns around mezaanine area Field Test Data Test Result Specification Test Method Slump, inches: 4.00 4-5 ASTM C-143 Air Content, %: 1.7 N/A ASTM C-231 Concrete Temperature,o F: 62 ASTM C1064 Ambient Temperature, o F: 46 ASTM C-1064 Plastic Unit Weight, pcf: 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 02/06/2003 7 128,650 4,550 1 2 6.00 28.27 02/06/2003 7 127,490 4,510 Average 4,530 1 3 02/27/2003 28 1 4 02/27/2003 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Jose A. Martinez Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc (1) Hill & Wilkinson LTD (1) TechniStructures HBC/T.~1/ (2) Carter & Burgess Inc (1) City of Coppell - Constr Insp Reviewed by: (1) City of Coppell - Bldg Insp Eugene Harbour (1) State Farm Insurance Co 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 1 of 1 O~-LLW~.O~-~. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 'll'erracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 · Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 4:07am Plant: 1 Supplier: Potter Concrete Truck No: 104 Mix I.D. No.: 7753 Ticket No: 113339 Sample Information sample Time: 4:43am Date Cast: January 30, 2003 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 40 Placement Method: Pump Sample Locations: See placement location Placement Location: Paving S & SW of building (See attachments) 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 6.2 60 44 Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 1 4 Specification Test Method 4-5 ASTM C-143 4-8 ASTM C-231 ASTM Cl 064 ASTM C-1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 02/06/2003 7 95,380 3,370 02/06/2003 7 99,220 3,510 Average 3,440 02/27/2003 28 02/27/2003 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 1 of 8 ~.L~w~o~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 ll'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: Plant: 1 Supplier: Potter Concrete Truck No: Ticket No: Mix I.D. No.: 7753 Sample Information Sample Time: Date Cast: January 30, 2003 Technician: Jose A. Martinez Weather Conditions: Placement Method: Sample Locations: Field Test Data Test Result Specification Test Method Slump, inches: 4-5 ASTM C-143 Air Content, %: 4-8 ASTM C-231 Concrete Temperature, o F: ASTM Cl 064 Ambient Temperature, o F: ASTM C-1064 Plastic Unit Weight, pcf: 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 1 6.00 28.27 02/06/2003 7 92,950 3,290 2 2 6.00 28.27 02/06/2003 7 98,330 3,480 Average 3,390 2 3 02/27/2003 28 2 4 02/27/2003 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 2 of 8 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Nodhpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 5:58am Plant: 1 Supplier: Potter Concrete Truck No: 116 Mix I.D. No.: 7753 Ticket No: 113356 Sample Information sample Time: 6:25am Date Cast:January 30, 2003 Technician: Jose A. Madinez Weather Conditions: Cloudy Accumulative Yards: 210 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.00 4-5 ASTM C-143 Air Content, %: 6.4 4-8 ASTM C-231 Concrete Temperature,© F: 60 ASTM C1064 Ambient Temperature, o F: 44 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Set Specimen Diameter Area Date Test No. ID (inches) (sq. inches) Tested (days) 3 1 6.00 28.27 02/06/2003 7 3 2 6.00 28.27 02/06/2003 7 Average 3 3 02/27/2003 28 3 4 02/27/2003 28 Maximum Compressive Load Strength (lbs) (psi) 108,670 3,840 114,780 4,060 3,950 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 are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 7:14am Plant: 1 Supplier: Potter Concrete Truck No: 113 Mix I.D. No.: 7753 Ticket No: 113368 Sample Information Sample Time: 8:25am Date Cast: January 30, 2003 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 330 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Result Specification Test Method 5.25 4-5 ASTM C-143 5.8 4-8 ASTM C-231 60 ASTM C1064 45 ASTM C-1064 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 4 I 6.00 28.27 02/06/2003 7 98,830 3,490 4 2 6.00 28.27 02/06/2003 7 98,590 3,490 Average 3,490 4 3 02/27/2003 28 4 4 02/27/2003 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 fuII 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 8 o~_Lw~.o,-~.. ~y CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:34am Plant: 1 Supplier: Potter Concrete Truck No: 110 Mix I.D. No.: 7753 Ticket No: 113380 Sample Information Sample Time: 9:55am Date Cast: January 30, 2003 Technician: Jose A. Madinez Weather Conditions: Cloudy Accumulative Yards: 440 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Result Specification Test Method 5.50 4-5 ASTM C-143 6.9 4-8 ASTM C-231 61 ASTM C1064 45 ASTM C-1064 Laboratory Test Data 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 02/06/2003 7 104,620 3,700 5 2 6.00 28.27 02/06/2003 7 105,990 3,750 Average 3,730 5 3 02/27/2003 28 5 4 02/27/2003 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 5 of 8 ~-~LW~0~-.~.K.~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 'lr'erracan 8901 Carpenter FnNy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 10:12am Plant: 1 Supplier: Potter Concrete Truck No: 114 Mix I.D. No.: 7753 Ticket No: 113388 Sample Information Sample Time: 11:15am Date Cast: January 30, 2003 Technician: JoseA. Martinez Weather Conditions: Cloudy Accumulative Yards: 510 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method 5.00 4-5 ASTM C-143 6.4 4-8 ASTM C-231 63 ASTM C1064 47 ASTM C-1064 Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: 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 1 6.00 28.27 02/06/2003 7 104,450 3,690 6 2 6.00 28.27 02/06/2003 7 96,460 3,410 Average 3,550 6 3 02/27/2003 28 6 4 02/27/2003 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive sti'ength 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 approvaI 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 simitar or identical materials. Page 6 or 8 o, LLw~0,-,~.. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 lrerracan 8901 Carpenter Fnvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Ma terial Information Specified Strength: 4000 psi (~ 28 Days Batch Time: 12:11pm Plant: 1 Supplier: Potter Concrete Truck No: 102 Mix I.D. No.: 7753 Ticket No: 113398 Sample Information Sample Time: 12:28pm Date Cast: January 30, 2003 Technician: Jose A. Madinez Weather Conditions: Cloudy Accumulative Yards: 610 Placement Method: Punp Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result Specification Test Method 5.00 4-5 ASTM C-143 6.5 4-8 ASTM C-231 62 ASTM C1064 50 ASTM C-1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (.sq. inches) Tested (days) (lbs) (psi) 7 1 6.00 28.27 02/06/2003 7 97,640 3,450 7 2 6.00 28.27 02/06/2003 7 100,210 3,540 Average 3,500 7 3 02/27/2003 28 7 4 02/27/2003 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 cli 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 7 of 8 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021380.0220 Service Date: January 30, 2003 'lrerracan 8901 Carpenter Fmc, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 February 07, 2003 Material Information Specified Strength: 4000 psi ~ 28 Days BatchTime: 1:13pm Plant: 1 Supplier: Potter Concrete Truck No: 114 Mix I.D. No.: 7753 Ticket No: 113408 Sample Information Sample Time: 1:42pm Date Cast:January 30, 2003 Technician: Jose A. Martinez Weather Conditions: Cloudy Accumulative Yards: 710 Placement Method: Pump Sample Locations: See page 1 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.00 4-5 ASTM C-143 Air Content, %: 6.6 4-8 ASTM C-231 Concrete Temperature,o F: 83 ASTM C1064 Ambient Temperature, o F: 50 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 8 1 6.00 28.27 02/06/2003 7 86,440 3,060 8 2 6.00 28.27 02/06/2003 7 92,710 3,280 Average 3,170 8 3 02/27/2003 28 8 4 02/27/2003 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Jose A. Martinez Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc (1) Hill & Wilkinson LTD (1) TechniStructures (2) Carter & Burgess thC (1) City of Coppell - Constr Insp (1) City of Coppell - B]dg Insp (1) State Farm Insurance Co Reviewed by: Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exc!usively 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 8 of 8 0~-LLW~0~-~ E ~ d :3 o 0 ~.~