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Amberpoint BP 2R-LR060309CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0164 Service Date: February 4, 2006 'irerracon Client: Transwestern Commercial Services Attn: David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report D~, 2006 ~ P rojec~.__ Am_ be~ark.~ L.~u~ddings 4, 5 ana ~ 505 South Royal Lane Coppell, TX Project No.: g4051418 Material Information Specified Strength: 4200 psi ~ 28 Days Batch Time: 9:12am Plant: 13 Supplier: Beall Truck No: 1006 Ticket No: 13657776 Mix I.D. No.: 342L1604 Field Test Data Test Result Slump, inches: 2.75 Air Content, %: 4.2 Concrete Temperature,o F: 61 Ambient Temperature,o F: 52 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Sample Information Date Cast: February 4, 2006 Technician: Gerry B. Graham Weather Conditions: Fair, mostly clear Accumulative Yards: 10 Placement Method: Bucket Sample Locations: S E Corner Placement Location: Man Hole, Area 3 Specification Time: 10:04am Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Stren~,th Tested (days) (lbs) 1 1 6.00 28.27 02/11/2006 7 116,140 4,110 1 2 6.00 28.27 02/11/2006 7 119,870 4,240 Average (7 Days) 4,180 1 3 6.00 28.27 03/04/2006 28 154,600 5,470 1 4 6.00 28.27 03/04/2006 28 159,120 5,630 Average (28 Days) 6,550 Comments:Not tested for plastic unitweight./-~ Services - Obtain samples of fresh,,~he placement locations, perform required field tests and cast compressive stre~gthsamples~~/~ . / 7 ~~ Technician: Gerry B. Graham Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc ~'~ / (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hussein H. Abusaad, P.E. (1) Rogers O'8rien Construction Co Senior Project Manager 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 consent of our company. 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0176 Service Date: February 7, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: March 09, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn: David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No.: 94051418 Material Information Sample Information Specified Strength: 4600 psi ~ 28 Days Date Cast: February 7, 2006 Time: 9:52am Technician: Ira S. Haynes Weather Conditions: Clear Accumulative Yards: 100/203 Placement Method: Direct Discharge Sample Locations: See attached sheet for Location #1 Placement Location: Pavement, Parking Lot Batch Time: 9:16am Plant: On-site Supplier: Potter Concrete Truck No: 108 Ticket No: 102627 Mix I.D. No.: 7723 Water Added Onsite Before Test: 0Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.1 Concrete Temperaturep F: 74 Ambient Temperature,o F: 45 Plastic Unit Weight, pcf: Laboratorl/ Test Data 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 1 4 6.00 28.27 Specification 3-5 3-5 Date Tested Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM Cl 064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 02/14/2006 7 113,320 4,010 02/14/2006 7 115,770 4,090 Average (7 Days) 4,059 03/07/2006 28 151,940 5,370 03/07/2006 28 158,230 5,600 Average (28 Days) 5,490 Comments: Not tested for plastic unit weight. 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 sharl not be reproduced except in full without the written consent of our company. 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0176 Service Date: February 7, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: March 09, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4600 psi ~ 28 Days Batch Time: 11:19am Plant: On-site Supplier: Potter Concrete Truck No: 106 Ticket No: 102640 Mix I.D. No.: 7723 WaterAdded Onsite Before Test: 10Gallons Water Added Onsite After Test: 0 Gallons Sample Information Date Cast: February 7, 2006 Technician: Ira S. Haynes Weather Conditions: Clear Accumulative Yards: 203/203 Placement Method: Direct Discharge Sample Locations: See attached sketch for Location #2 Placement Location: Pavement, Parking Lot Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.0 Concrete Temperature,o F: 75 Ambient Temperature,o F: 48 Plastic Unit Weight, pcf: Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 02/14/2006 2 2 600 28.27 02/14/2006 2 3 6.00 26.27 03/07/2006 2 4 6.00 28.27 03/07/2006 Time: 12:03pm Specification 3-5 3-5 Date Tested Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 114,250 4,040 7 113,240 4,000 Average (7 Days) 4,020 28 145,330 5,140 28 151,940 5,370 Average (28 Days) 5,260 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Ira S. Haynes Report Distribution: (1) Transweslern Commercial Services (1) O'Brien & Assoc ,/~'"~ j (1) Cily of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hus~ein H. Abusaad, P.E. (1) Rogers O'Brien Construction Co Senior Project Manager 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 consent of our company. 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. CONCRETE COMPRESSIVE STRENGTH SKETCH 1 E rracon Date of Service: Client No.: Client: 02/07/O6 50854 Transwestem Commercial Services 5001 Spring Valley Rd Ste 600 W Dallas, TX 75244 Report No.: Project No.: Project: 94051418.0176 94051418 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Not to Scale Southeast Side of Fire Lane CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0174 Service Date: February 7, 2006 Client: Transwestern Commercial Services Attn: David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 'lrefracon 8901 Carpenter Frv,,y, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: March 09, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 3600 psi (~ 28 Days Batch Time: 5:49am Plant: On-site Supplier: Potter Concrete Truck No: 106 Ticket No: 102592 Mix I.D. No.: 7752 Water Added Onsite Before Test: 10Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.9 Concrete Temperaturep F: 73 Ambient Temperatum,o F: 42 Plastic Unit Weight, pcf: Laboratory Test Data 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 1 4 6.00 28.27 Sample Information Date Cast: February 7, 2006 Technician: Ira S. Haynes Weather Conditions: Clear Accumulative Yards: 110/330 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Pavement, Parking Lot Time: 6:15am Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM Cl 38 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 02/14/2006 7 125,900 4,450 02/14/2006 7 127,580 4,510 Average (7 Days) 4,480 03/07/2006 28 167,110 5,910 03/07/2006 28 159,710 5,650 Average (28 Days) 5,780 Comments: Not tested for plastic unit weight. 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 consent of our company. 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0174 Service Date: February 7, 2006 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: March 09, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 3600 psi @ 28 Days Batch Time: 6:42am Plant: On-site Supplier: Potter Concrete Truck No: 122 Ticket No: 102603 Mix I.D. No.: 7752 Water Added Onsite Before Test: 0Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 5.1 Concrete Temperaturep F: 73 Ambient Temperature,o F: 43 Plastic Unit Weight, pcf: Laboratory Test Data Set specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6.00 28.27 2 2 6.00 28.27 2 3 6.00 28.27 2 4 6.00 28.27 Sample Information Date Cast: February 7, 2006 Technician: Ira S. Haynes Weather Conditions: Clear Accumulative Yards: 220/330 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Pavement, Parking Lot Time: 7:15am Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM CI064 ASTM Cl 38 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 02/14/2006 7 110,270 3,900 02/14/2006 7 112,870 3~990 Average (7 Days) 3,950 03/07/2006 28 141,910 5,020 03/07/2006 28 145,700 5,150 Average (28 Days) 5,090 Comments: Not tested for plastic unit weight. 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 report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0174 Service Date: February 7, 2006 'iFerracon 8901 Carpenter Fr~Ny, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: March 09, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 3600 psi (~ 28 Days Batch Time: 7:32am Plant: On-site Supplier: Potter Concrete Truck No: 106 Ticket No: 102611 Mix I.D. No.: 7752 Water Added Onsite Before Test: 5Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 5.2 Concrete Temperaturep F: 71 Ambient Temperature,o F: 43 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Sample Information Date Cast: February 7, 2006 Technician: Ira S. Haynes Weather Conditions: Clear Accumulative Yards: 300/330 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Parking Lot Specification Time: 8:04am 3-5 3-6 Date Tested 3 1 6.00 28.27 02/14/2006 3 2 6.00 28.27 02/14/2006 3 3 6.00 28.27 03/07/2006 3 4 6.00 28.27 03/07/2006 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 108,870 3,850 7 104,200 3,680 Average (7 Days) 3,770 28 149,890 5,300 28 143,480 5,070 Average (28 Days) 5,190 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Ira S. Haynes Report Distribution: (1) Transw~stern Commercial Services (1) O'Brien & Assoc (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Hussein H. Abusaad, P.E. (1) Rogers O'Brien Construclion Co Senior Project Manager 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 consent of our company, 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. CONCRETE COMPRESSIVE STRENGTH TEST SKETCH 'll'erracan Date of Service: 02/07/06 Report No.: Client No.: 50854 Project No.: Client: Transwestem Commercial Services Project: 5001 Spring Valley Rd Ste 600 W Dallas, TX 75244 Sample #2 I ,pie #3 ] Not to Scale South Side, West of Fire Lane 94051418.0174 94051418 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX