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Freeport NIP(7.0)-LR030912RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 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 1 1 4.50 1 2 4.50 1 3 4.50 4000 psi 28 Days 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) DATE TESTED 08/21/2003 09/11/2003 09/11/2003 1 4 Hold Water added at site: 10 gallons REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 117275 137685 140905 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: COMPRESSIVE STRENGTH (psi) 4150 4870 4980 4930 192610 037333 08/14/2003 09/12/2003 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/14/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 5:35am BATCH TIME: 5:1Sam TEMPERATURE (F) AIR 74 F CONCRETE: 86 F TRUCK NO: 105 TICKET NO: 1 17970 AIR CONTENT 4.8 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest fire lane SAMPLE LOCATION: North drive approach at Freeport Parkway 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 to 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 REQUI STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 2 1 2 2 2 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. Duke Realty Services, LP Potter On site REMENTS 4000 psi 28 Days 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 DATE (inches) TESTED 4.00 08/21/2003 4.00 09/11/2003 4.00 09/11/2003 2 4 Hold PROJECT DATA SAMPLE LOCATION: 150' east of Freeport Parkway REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/14/2003 WEATHER CONDITIONS: Clear TIME SAMPLED 7 BATCH TIME: 6:17am TEMPERATURE (F) AIR 76 F CONCRETE 86 F TRUCK NO: 107 TICKET NO: 117979 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest fire lane AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 123495 140635 157985 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: COMPRESSIVE STRENGTH (Psi) 4370 4970 5590 5280 192610 037333 08/14/2003 09/12/2003 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 5 AIR %n): 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. 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. MEASURED SLUMP (inches) DATE TESTED 3 1 5.00 08/21/2003 3 2 5.00 09/11/2003 3 3 5.00 09/11/2003 3 4 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 No.: Project No.: Date of Service: Report Date: 192610 037333 08/14/2003 09/12/2003 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/14/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:25am BATCH TIME: 7: S9am TEMPERATURE (F) AIR 77 F CONCRETE: 86 F TRUCK NO: 107 TICKET NO: 117989 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Northwest fire lane SAMPLE LOCATION: 250' east of Freeport Parkway REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 95090 117855 123330 Average COMPRESSIVE STRENGTH (psi) 3360 4170 4360 4270 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 Roue 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: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 4 1 4 2 4 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 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 4 5.00 10/09/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: 20' east, 5' north of southwest comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 5.00 08/21/2003 5.00 09/11/2003 5.00 09/11/2003 Does not comply with specified strength. Water added at site: 10 gallons 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: 08/14/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 9:50am BATCH TIME: 9:29am TEMPERATURE (F) AIR 78 F CONCRETE: 86 F TRUCK NO: 106 TICKET NO: 117999 AIR CONTENT 4.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North fire lane, building column Line E to P AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 87175 106510 108595 Average COMPRESSIVE STRENGTH (Psi) 3080 192610 037333 08/14/2003 09/12/2003 3770 3840 3810 FRACTURE TYPE 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: Services: STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 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: 192610 037333 08/14/2003 09/12/2003 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 MEASURED SLUMP (inches) 5 1 4.00 4000 psi 28 Days 5" 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 08/21/2003 5 2 4.00 09/11/2003 5 3 4.00 09/11/2003 5 4 Hold PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/14/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 11:OSam BATCH TIME: 10:41am TEMPERATURE (F) AIR 80 F CONCRETE: 88 F TRUCK NO: 107 TICKET NO: 118010 AIR CONTENT 4.2 UNIT WEIGHT (per): NA OVERALL PLACEMENT LOCATION: North fire lane, building column Line E to P REPORT OF TFSTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 150' west, 10' south of northeast corner AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 103660 129310 128040 Average COMPRESSIVE STRENGTH (Psi) 3670 4570 4530 4550 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 SUPP PLANT: SPECIFICATION STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 6 1 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. Duke Realty Services, LP LIER• Potter On site REQUIREMENTS 4000 psi 28 Days 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) 4.50 4.50 4.50 Technician: Lanny Gist Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete DATE TESTED 08/21/2003 09/11/2003 09/11/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq Started: 4:30am (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 08/14/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 12:25pm BATCH TIME: 12:09pm TEMPERATURE (F) AIR 82 F CONCRETE: 88 F TRUCK NO: 106 TICKET NO: 118019 AIR CONTENT 5.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North fire lane, building column Line E to P SAMPLE LOCATION: 50' west, 10' south of northeast corner AGE (days) 7 28 28 Finished: 2:OOpm in.) MAXIMUM LOAD (lbs. force) 103495 129200 131220 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 COMPRESSIVE STRENGTH (Psi) 3660 4570 4640 4610 192610 037333 08/14/2003 09/12/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap K. Scott Watson, AET CMT Operations Manager 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