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Freeport NIP(7.0)-LR030818RoneEngineers 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: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 3% 6% AIR CONTENT 4.3 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. MEASURED SLUMP (inches) 1 1 4.0 DATE TESTED 08/14/2003 1 2 4.0 09/04/2003 1 3 4.0 09/04/2003 1 4 4.0 10/02/2003 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 7:25am BATCH TIME: 7:08am TEMPERATURE (1) -AIR 84 F CONCRETE: 90 F TRUCK NO: 104 TICKET NO: 11 7888 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 97065 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) 192290 037333 08/07/2003 08/18/2003 FRACTURE TYPE 3430 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. 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: 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. 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 (inches) Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 5.0 08/14/2003 5.0 09/04/2003 5.0 09/04/2003 2 4 5.0 10/02/2003 Water added at site: 5 gallons. REPORT OF TESTS SAMPLE LOCATION: 25' west, 5' north of southeast corner AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 94935 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rotbway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:35am BATCH TIME: 8:14am TEMPERATURE (F) AIR 84 F CONCRETE: 91 F TRUCK NO: 104 TICKET NO: 117898 AIR CONTENT 3.7 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. COMPRESSIVE STRENGTH (psi) 192290 037333 08/07/2003 08/18/2003 FRACTURE TYPE 3360 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. 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 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 DATE (Inches) TESTED 3 1 5.0 08/14/2003 3 2 5.0 09/04/2003 3 3 5.0 09/04/2003 3 4 5.0 10/02/2003 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: 192290 037333 08/07/2003 08/18/2003 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. PROJECT DATA REPORT ()F 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: 9:SOam BATCH TIME: 9:36am TEMPERATURE (F) AIR 86 F CONCRETE: 91 F TRUCK NO: 104 TICKET NO: 117908 AIR CONTENT 3.9 UNIT WEIGHT (pci): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. SAMPLE LOCATION: 150' west, 10' south of northeast corner AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 94595 COMPRESSIVE STRENGTH (pal) FRACTURE TYPE 3350 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. 01 Page 3 of 6 RoneEngineers A LEIGH COMPANY Project: Services: STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 4 1 4 2 4 3 Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 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 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 5.0 08/14/2003 5.0 09/04/2003 5.0 09/04/2003 4 4 5.0 10/02/2003 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 86170 Report No.: Project No.: Date of Service: Report Date: 192290 037333 08/07/2003 08/18/2003 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:SOam BATCH TIME: 10:32am TEMPERATURE (F) AIR 86 F CONCRETE: 91 F TRUCK NO: 114 TICKET NO: 117918 AIR CONTENT 4.8 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. SAMPLE LOCATION: 175' west, 10' north of southeast corner COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3050 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. 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: 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 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 DATE TESTED 08/14/2003 5 2 5.0 09/04/2003 5 3 5.0 09/04/2003 5 4 5.0 10/02/2003 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 56 MAXIMUM LOAD (lbs. force) 87440 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: 3% 6% AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 12:10pm BATCH TIME: 11 :49am TEMPERATURE (F) AIR 88 F CONCRETE: 94 F TRUCK NO: 114 TICKET NO: 117928 100' east, 10' north of southwest comer COMPRESSIVE STRENGTH (psi) 192290 037333 08/07/2003 08/18/2003 FRACTURE TYPE 3090 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. 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On Site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 6 1 5.0 08/14/2003 6 2 6 3 6 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: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (I) Potter Concrete 4000 psi 28 Days 5" maximum 3% 6% AIR CONTENT 4.0 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 DATE (Inches) TESTED 5.0 09/04/2003 5.0 09/04/2003 5.0 10/02/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) Started: 6:30am AGE (days) 7 28 28 56 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections waawlemmacmmmnem+uammmuv7mMSM: Wee 19 A a5civvsn¢,maasumynsmuutr ,urrsz mPoiMMA. 4 Finished: 2:30pm MAXIMUM LOAD (Ibs. force) 89155 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: OVERALL PLACEMENT LOCATION: North half of north parking lot, building column line R to Z. 192290 037333 08/07/2003 08/18/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/07/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 1:10 pm BATCH TIME: 12:5Opm TEMPERATURE (F) AIR 94 F CONCRETE: 94 F TRUCK NO: 103 TICKET NO: 117938 SAMPLE LOCATION: 20' east, 10' south of northwest corner COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3150 Unbonded Cap K. Scott 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. 01 Page 6 of 6