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Freeport NIP(7.0)-LR030903RoneEngineers A LEIGH COMPANY 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. 1 3 4000 psi 28 Days 5" maximum 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 4.0 09/02/2003 2 4.0 09/23/2003 1 4 4.0 10/21/2003 Water added at site: 10 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in DATE TESTED 4.0 09/23/2003 Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/26/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 7:55am BATCH TIME: 7:35am TEMPERATURE (F) AIR 80 F CONCRETE: 88 F TRUCK NO: 105 TICKET NO: 140 AIR CONTENT 4.3 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line KK to QQ SAMPLE LOCATION: 15' west, 10' south of northeast corner AGE (days) 7 28 28 56 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 193128 037333 08/26/2003 09/03/2003 MAXIMUM COMPRESSIVE LOAD STRENGTH (lbs. force) (psi) 119030 4210 Unbonded Cap 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 1 of 5 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CYLINDER MARKED SET NO. 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): 5" maximum AIR TEST METHOD: MEASURED SLUMP (Inches) 2 1 4.0 ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 DATE TESTED 09/02/2003 2 2 4.0 09/23/2003 2 3 4.0 09/23/2003 2 4 4.0 10/21/2003 PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 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: 193128 037333 08/26/2003 09/03/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/26/2003 WEATHER CONDITIONS: Clear TIME SAMPLED 9 :00am BATCH TIME: 8 :35am TEMPERATURE (F) AIR 81 F CONCRETE: 88 F TRUCK NO: 1 10 TICKET NO: 148 3% 6% AIR CONTENT 4.5 UNIT WEIGHT(pci): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line KR to QQ SAMPLE LOCATION: 50' west, 20' south of northeast comer AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 118455 COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 4190 Unbonded Cap 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 2 of 5 RoneEngineers A LEIGH COMPANY STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 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 4000 psi 28 Days 5" maximum 3% 6% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 DATE TESTED 3 1 4.5 09/02/2003 3 2 4.5 09/23/2003 3 3 4.5 09/23/2003 3 4 4.5 10/21/2003 AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 116620 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: 193128 037333 08/26/2003 09/03/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/26/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:1 Oam BATCH TIME: 9:46am TEMPERATURE (F) AIR 84 F CONCRETE: 88 F TRUCK NO: 105 TICKET NO: 158 AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line KK to QQ SAMPLE LOCATION: 30' east, 20' south of northwest REPORT OF TESTS comer COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 4120 Unbonded Cap 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 3 of 5 RoneEngineers A LEIGH COMPANY AIR CYLINDER MARKED SET NO. 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): 5" maximum TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 4 1 5.0 09/02/2003 CONCRETE COMPRESSIVE STRENGTH TEST 4 4 5.0 10/21/2003 4 2 5.0 09/23/2003 4 3 5.0 09/23/2003 MEASURED SLUMP DATE (inches) TESTED PROJECT DATA 3% 6% AIR CONTENT 4.3 UNIT WEIGHT (pci): NA REPORT OF TESTS OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line KK to QQ SAMPLE LOCATION: 5' east, 5' north of southwest comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 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: 08/26/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 11:15am BATCH TIME: 10:49am TEMPERATURE (F) AIR 86 F CONCRETE: 89 F TRUCK NO: 105 TICKET NO: 170 AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 102625 COMPRESSIVE STRENGTH (psi) 193128 037333 08/26/2003 09/03/2003 FRACTURE TYPE 3630 Unbonded Cap 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 hull without the written approval of Rone Engineers, Ltd. OIDD Page 4 of 5 RoneEngineers A LEIGH COMPANY 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): 5" maximum 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 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 5 1 5.0 5 2 5.0 5 3 5.0 5 4 5.0 Technician: Lanny Gist Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, 12 (1) City of Coppell Engineering Dept. (1) Potter Concrete Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 09/02/2003 09/23/2003 09/23/2003 10/21/2003 CONCRETE COMPRESSIVE STRENGTH TEST REPORT OF TESTS Started: 7:30am PROJECT DATA (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (I) City of Coppell Bldg. Inspections Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/26/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 12:3Opm BATCH TIME: 11:5Oam TEMPERATURE (F) AIR 90 F CONCRETE: 90 F TRUCK NO: 103 TICKET NO: 179 AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest spproach, north parking lot SAMPLE LOCATION: 15' south, 5' east of northwest comer AGE (days) 7 28 28 56 Finished: 2:30pm MAXIMUM LOAD (lbs. force) 85685 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 COMPRESSIVE STRENGTH (psi) 193128 037333 08/26/2003 09/03/2003 FRACTURE TYPE 3030 Unbonded Cap K. cott Watson, AET CMT Operations Manager 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 5 of 5