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Freeport NIP(7.0)-LR030905RoneEngineers A. LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: CYLINDER MARKED SET NO. 1 1 1 2 1 3 1 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. Duke Realty Services, LP Potter Concrete On site SPECIFICATION REQUIREMENTS STRENGTH: 3000 psi 28 Days SLUMP (in): AIR 3" 5 11 TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 5.0 5.0 5.0 5.0 Technician: Jason Astiz Report Distribution: (1) Duke Realty Services, LP (I) Duke Realty Services, 12 (1) City of Coppell Engineering Dept. (1) Potter Concrete 3% 5% AIR CONTENT 3.2 UNIT WEIGHT (pcf): NA Concrete Compressive Cylinder 6" x l2" (area 28.27 sq. in.) DATE TESTED 09/04/2003 09/25/2003 09/25/2003 10/23/2003 CONCRETE COMPRESSIVE STRENGTH TEST SAMPLE LOCATION: Same as above REPORT (W TESTS Started: 6:30am PROJECT DATA AGE (days) 7 28 28 56 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/28/2003 WEATHER CONDITIONS: Clear, calm TIME SAMPLED: 9:1 Sam BATCH TIME: 8:33am TEMPERATURE (F) AIR 80 F CONCRETE: 92 F TRUCK NO: 108 TICKET NO: 208 OVERALL PLACEMENT LOCATION: Paving, south side, 50' north of south end, 10' west of east end Finished: 9:45am MAXIMUM LOAD (lbs. force) 105410 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: COMPRESSIVE STRENGTH (psi) 193248 037333 08/28/2003 09/05/2003 K. Scott Watson, AET CMT Operations Manager FRACTURE TYPE 3730 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 1 of 1 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: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 1 1 1 1 On Site 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 DATE (inches) TESTED 4.0 08/14/2003 4.0 09/04/2003 4.0 09/04/2003 1 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED- 7.25am BATCH TIME: 7:O8am TEMPERATURE (F) AIR 84 F CONCRETE: 90 F TRUCK NO: 104 TICKET NO: 117888 AIR CONTENT 4.3 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 97065 131990 128490 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: 10' west, 10' south of northeast corner COMPRESSIVE STRENGTH (Psi) 3430 4670 4540 4610 192290 037333 08/07/2003 09/05/2003 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. 01 Page 1 of 6 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER• PLANT: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 5" maximum AIR 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. 2 1 2 2 2 3 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. Duke Realty Services, LP Potter On Site 3% 6% AIR CONTENT 3.7 UNIT WEIGHT (pcf): NA MEASURED SLUMP (inches) 5.0 5.0 5.0 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/14/2003 09/04/2003 09/04/2003 2 4 Hold Water added at site: 5 gallons. PROJECT DATA SAMPLE LOCATION: REPORT OF TESTS OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 94935 122430 123040 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: MIX DESIGN LD.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 8 BATCH TIME: 8:14am TEMPERATURE (F) AIR 84 F CONCRETE: 91 F TRUCK NO: 104 TICKET NO: 1 17898 25' west, 5' north of southeast corner COMPRESSIVE STRENGTH (Psi) 3360 4330 4350 4340 192290 037333 08/07/2003 09/05/2003 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. 01 Page 2 of 6 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 3 3 3 1 2 3 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. Duke Realty Services, LP Potter On Site 4000 psi 28 Days 5" maximum 3% 6% AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 5.0 5.0 5.0 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/14/2003 09/04/2003 09/04/2003 4 Hold PROJECT DATA REPORT OF TESTS OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. SAMPLE LOCATION: 150' west, 10' south of northeast comer AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 94595 124485 125795 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 9-50am BATCH TIME: 9:36am TEMPERATURE (F) AIR 86 F CONCRETE: 91 F TRUCK NO: 104 TICKET NO: 117908 COMPRESSIVE STRENGTH (psi) 3350 4400 4450 4430 192290 037333 08/07/2003 09/05/2003 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. 01 Page 3 of 6 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 STRENGTII: 4000 psi 28 Days SLUMP (in): 5" maximum AIR %n): 3% 6% TESTMETIIOD: ASTM C -172 CYLINDER MARKED SET NO. 4 1 4 2 4 3 4 4 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP DATE (inches) TESTED 5.0 08/14/2003 5.0 09/04/2003 5.0 09/04/2003 5.0 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 86170 111310 113250 Average Does not comply with specified strength. 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: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED- 10:50am BATCH TIME: 10:32am TEMPERATURE (F) AIR 86 F CONCRETE: 91 F TRUCK NO: 1 14 TICKET NO: 1 17918 AIR CONTENT 4.8 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. 175' west, 10' north of southeast comer COMPRESSIVE STRENGTH (psi) 3050 3940 4000 3970 192290 037333 08/07/2003 09/05/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 10/02/2003 56 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. 01 Page 4 of 6 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: 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. 5 5 5 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. 1 2 3 Duke Realty Services, LP MEASURED SLUMP DATE (inches) TESTED 5.0 08/14/2003 5.0 09/04/2003 5.0 09/04/2003 5 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6' x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 87440 111600 114740 Average Does not comply with specified strength. 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: 100' east, 10' north of southwest corner COMPRESSIVE STRENGTH (Psi) 3090 3950 4060 4010 192290 037333 08/07/2003 09/05/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED 12:10pm BATCH TIME: 1 1:49am TEMPERATURE (F) AIR 88 F CONCRETE: 94 F TRUCK NO: 1 TICKET NO: 1 17928 AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. 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. 01 Page 5 of 6 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP(in): 5" maximum AIR 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. 6 1 6 2 6 3 6 4 MEASURED SLUMP (inches) 5.0 5.0 5.0 Technician: Lanny Gist Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete Duke Realty Services, LP Potter On Site DATE TESTED 08/14/2003 09/04/2003 09/04/2003 Hold 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 OF TESTS Started: 6:30am PROJECT DATA (I) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Report No.: Project No.: Date of Service: Report Date: 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. MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 1 pm BATCH TIME: 12:50pm TEMPERATURE (F) AIR 94 F CONCRETE. 94 F TRUCK NO: 103 TICKET NO: 117938 3% 6% AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 20' east, 10' south of northwest corner AGE (days) 7 28 28 Finished: 2:30pm MAXIMUM LOAD (lbs. force) 89155 117525 118990 Average COMPRESSIVE STRENGTH (Psi) 3150 4160 4210 4190 192290 037333 08/07/2003 09/05/2003 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. 01 Page 6 of 6