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Freeport NIP(7.0)-LR030722RoneEngineers 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 1 3.5 1 2 3.5 1 3 3.5 1 4 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 STRENGTH TEST PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 7: loam BATCH TIME: 6:46am TEMPERATURE (F) AIR 85 F CONCRETE: 83 F TRUCK NO: 104 TICKET NO: 116001 AIR CONTENT 2.2 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 06/30/2003 07/21/2003 07/21/2003 Hold SAMPLE LOCATION: 6 east by 2' south from northwest corner of approach AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 127340 149685 146195 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) 4500 5290 5170 5230 179038 037333 06/23/2003 07/22/2003 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. 01DD Page 1 of 7 RoneEngineers to 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: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 2 4 4000 psi 28 Days 5" maximum ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 2 1 4.0 2 2 4.0 2 3 4.0 DATE TESTED 06/30/2003 07/21/2003 07/21/2003 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 No.: Project No.: Date of Service: Report Date: 179038 037333 06/23/2003 07/22/2003 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 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 8:15am BATCH TIME. 7 TEMPERATURE (F) AIR 88 F CONCRETE: 85 F TRUCK NO: 104 TICKET NO: 116011 3% 6% AIR CONTENT 1.9 UNIT WEIGHT (per): NA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD SAMPLE LOCATION: 45' east by 3' south from northeast comer of approach AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 123275 142905 137410 Average COMPRESSIVE STRENGTH (psi) 4360 5050 4860 4960 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 2 of 7 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: CONCRETE SUPPLIER: PLANT: Duke Realty Services, LP Potter On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 3 4 5" maximum 3 %a -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) 3 1 4.25 3 2 4.25 3 3 4.25 DATE TESTED 06/30/2003 07/21/2003 07/21/2003 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 (lbs. force) 104475 123055 126560 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: SAMPLE LOCATION: 110' east by 4' south from northwest corner of approach COMPRESSIVE STRENGTH (Psi) 3690 4350 4480 4420 179038 037333 06/23/2003 07/22/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 9:50am BATCH TIME: 9:28am TEMPERATURE (F) AIR 92 F CONCRETE: 88 F TRUCK NO: 104 TICKET NO: 116021 AIR CONTENT 4.5 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD 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. 01DD Page 3 of 7 RoneEngineers 1 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. 4 4 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) 4 1 4.75 4 2 4.75 4 3 4.75 DATE TESTED 06/30/2003 07/21/2003 07/21/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST 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: 179038 037333 06/23/2003 07/22/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny, party cloudy TIME SAMPLED: 11:OSam BATCH TIME: 10:45am TEMPERATURE (F) AIR 91 F CONCRETE: 88 F TRUCK NO: 104 TICKET NO: 116031 AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD SAMPLE LOCATION: 35' west by 4' south from northeast corner of approach AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 95400 117730 118298 Average COMPRESSIVE STRENGTH (Psi) 3370 4160 4180 4170 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 4 of 7 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 REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: 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. Duke Realty Services, LP Potter On site 4000 psi 28 Days 5" maximum 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 (inches) 4.25 4.25 4.25 DATE TESTED 06/30/2003 07/21/2003 07/21/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER cONnrrIONS: Sunny, partly cloudy TIME SAMPLED: 12:45pm BATCH TIME: 12:23pm TEMPERATURE (F) AIR 92 F CONCRETE: 87 F TRUCK NO: 106 TICKET NO: 1 16041 AIR CONTENT 4.8 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 25' west by 20' south from northwest comer of parking lot AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 110785 134930 135505 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) 3920 4770 4790 4780 179038 037333 06/23/2003 07/22/2003 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. O1DD Page 5 of 7 RoneEngineers N 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: STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 6 1 6 2 6 3 6 4 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. SPECIFICATION REQUIREMENTS Duke Realty Services, LP Potter 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) 4.25 4.25 4.25 DATE TESTED 06/30/2003 07/21/2003 07/21/2003 Hold PROJECT DATA Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 1:45pm BATCH TIME: 1:28pm TEMPERATURE (F) AIR 91 F CONCRETE: 88 F TRUCK NO: 1 13 TICKET NO: 116051 AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 150' west by 15' south from northwest corner of parking lot AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 119455 137410 146090 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 (p 4220 4860 5170 5020 179038 037333 06/23/2003 07/22/2003 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. O1DD Page 6 of 7 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. MEASURED SLUMP (inches) 7 1 3.75 7 2 3.75 7 3 3.75 7 4 Technician: Jeremy Watts Report Distribution: (1) 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 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 06/30/2003 07/21/2003 07/21/2003 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 Started: 6:30am PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Finished: 4:30pm MAXIMUM LOAD (Ibs. force) 123345 119570 Average Report No.: Project No.: Date of Service: Report Date: SAMPLE LOCATION: 25' east by 15' south from northwest comer of parking lot COMPRESSIVE STRENGTH (psi) 97675 3450 4360 4230 4300 179038 037333 06/23/2003 07/22/2003 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. MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 3:O5pm BATCH TIME: 2.27pm TEMPERATURE (F) AIR 95 F CONCRETE: 89 F TRUCK NO: 1 TICKET NO: 1 16061 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving southeast firelane, approach, south half of south parking lot between building column lines 5 to DD K. Scott Watson, 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. OIDD Page 7 of 7