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Freeport NIP(7.0)-LR031023RoneEngineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 1 1 1 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. 4000 psi 28 Days 3" 5" 3% 6% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 1 1 5.5 10/01/2003 2 5.5 3 5.5 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 10/22/2003 10/22/2003 4 Hold PROJECT DATA REPORT OF TESTS 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: 195099 037333 09/24/2003 10/23/2003 MIX DESIGN 1.D.: 7752 PLACEMENT DATE: 09/24/2003 WEATHER CONDITIONS: Cloudy, dark TIME SAMPLED: 5: loam BATCH TIME: 4:51am TEMPERATURE (F) AIR 73 F CONCRETE: 86 F TRUCK NO: 104 TICKET NO: 397 AIR CONTENT 4.9 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: Northwest parking from northwest comer of building, 200' north, 180' south, 280' west SAMPLE LOCATION: Northwest comer of building, 220' west, 130' south AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 107798 138300 141275 Average COMPRESSIVE STRENGTH (Psi) 3810 4890 5000 4950 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 1 of 5 RoneEngineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): AIR TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM 01064 ASTM C -138 ASTM C -39 CYLINDER MARKED SET NO. 2 1 2 2 2 3 2 4 MEASURED SLUMP DATE (inches) TESTED 5.5 10/01/2003 5.5 10/22/2003 5.5 10/22/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: Northwest corner of building, 45' south, 180' west Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 112760 136620 137075 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 09/24/2003 WEATHER CONDITIONS: Cloudy, dark TIME SAMPLED: 6:3Oam BATCH TIME: 6:O8a111 TEMPERATURE (F) AIR 75 F CONCRETE: 85 F TRUCK NO: 110 TICKET NO: 408 3% 6% AIR CONTENT 4.4 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest parking from northwest comer of building, 200' north, 180' south, 280' west COMPRESSIVE STRENGTH (Psi) 3990 4830 4850 4840 195099 037333 09/24/2003 10/23/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 011)1) Page 2 of 5 RoneEngineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 4000 psi 28 Days 3% -6 %a ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP DATE (inches) TESTED 3 1 5.25 10/01/2003 3 2 5.25 10/22/2003 3 3 5.25 10/22/2003 3 4 Hold Water added at site: 10 gallons AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 104645 137775 132670 Average Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 Report No.: Project No.: Date of Service: Report Date: SAMPLE LOCATION: Northwest corner of building, REPORT OF TESTS 60' north, 120' west COMPRESSIVE STRENGTH (Psi) 3700 4870 4690 4780 195099 037333 09/24/2003 10/23/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 09/24/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 7:45am BATCH TIME: 7:21am TEMPERATURE (F) AIR 76 F CONCRETE: 85 F TRUCK NO: 102 TICKET NO: 417 AIR CONTENT 5.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest parking from northwest comer of building, 200' north, 180' south, 280' west FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. one Page 3 of 5 RoneEngineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CYLINDER MARKED SET NO. 4 1 4 2 4 3 CONCRETE COMPRESSIVE STRENGTH TEST Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 3" 5" AIR 3% 6% TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 4 4 Hold Water added at site: 10 gallons PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MEASURED SLUMP DATE (Inches) TESTED 6.0 10/01/2003 6.0 10/22/2003 6.0 10/22/2003 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 Report No.: Project No.: Date of Service: Report Date: 195099 037333 09/24/2003 10/23/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 09/24/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 8:55am BATCH TIME: 8:37am TEMPERATURE (F) AIR 80 F CONCRETE: 86 F TRUCK NO: 112 TICKET NO: 428 AIR CONTENT 5.5 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest parking from northwest comer of building, 200' north, 180' south, 280' west SAMPLE LOCATION: Northwest comer of building, 60' north, 85' west AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 77320 118310 116760 Average COMPRESSIVE STRENGTH (psi) 2730 4180 4130 4160 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. OIDD Page 4 of 5 RoneEngineers Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 3" 5" AIR 3% 6% TEST METHOD: ASTM C -172 ASTM C -31 CYLINDER MARKED SET NO. 5 1 5 2 5 3 5 4 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. Technician: Shawn Deal Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MEASURED SLUMP DATE (inches) TESTED 4.0 10/01/2003 4.0 10/22/2003 4.0 10/22/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Started. 4 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630.9745 Report No.: Project No.: Date of Service: Report Date: 195099 037333 09/24/2003 10/23/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 09/24/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 10:2Oam BATCH TIME: 9: S lam TEMPERATURE (F) AIR 83 F CONCRETE: 87 F TRUCK NO: 112 TICKET NO: 438 AIR CONTENT 4.6 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest parking from northwest comer of building, 200' north, 180' south, 280' west SAMPLE LOCATION: Northwest comer of building, 100' north, 110' west curb AGE (days) 7 28 28 Finished: 11:15am MAXIMUM LOAD (lbs. force) 119515 4230 150685 150205 Average COMPRESSIVE STRENGTH (psi) 5330 5310 5320 K. Scott Watson, AET CMT Operations Manager FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. o1DD Page 5 of 5