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Freeport NIP(7.0)-LR030521RoneEngineers 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: 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 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): AIR 3% 4% 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. 1 1 3" 511 MEASURED SLUMP DATE (inches) TESTED 1 1 4.00 05/19/2003 2 4.00 06/09/2003 3 4.00 06/09/2003 1 4 4.00 07/07/2003 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 56 MAXIMUM LOAD Obs. force) 116910 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: 176641 037333 05/12/2003 05/21/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 7:15am BATCH TIME: 6 :49am TEMPERATURE(F) -AIR 68 F CONCRETE: 64 F TRUCK NO: 101 TICKET NO: 114959 AIR CONTENT 5.0 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast corner of the southwest entrance SAMPLE LOCATION: 40' north x 417' east of southeast corner of southwest entra COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 4130 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. 01DK Page 1 of 8 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): AIR 3% 4% 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. 3" 5 MEASURED SLUMP (inches) 2 1 4.50 2 2 4.50 2 3 4.50 2 4 4.50 DATE TESTED 05/19/2003 06/09/2003 06/09/2003 07/07/2003 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 56 MAXIMUM LOAD (lbs. force) 120795 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: 176641 037333 05/12/2003 05/21/2003 MIX DESIGN LD.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 8 :OSam BATCH TIME: 7:55am TEMPERATURE (F) AIR 73 F CONCRETE: 78 F TRUCK NO: 105 TICKET NO: 114973 AIR CONTENT 4.9 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast corner of the southwest entrance SAMPLE LOCATION: 70' north x 502' east of southeast corner of the southwest entrance COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 4270 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. O1DK Page 2 of 8 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 1 3 2 3 3 3 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 3 5 3% 4% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 5.00 5.00 5.00 5.00 PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 05/19/2003 06/09/2003 06/09/2003 07/07/2003 SAMPLE LOCATION: 528' east x 48' north of southeast corner of the southwest entrance AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 113695 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: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED' 8 :42am BATCH TIME: 8:37am TEMPERATURE (F) AIR 73 F CONCRETE: 80 F TRUCK NO: 108 TICKET NO: 114982 AIR CONTENT 4.7 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast corner of the southwest entrance COMPRESSIVE STRENGTH (psi) 176641 037333 05/12/2003 05/21/2003 FRACTURE TYPE 4020 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. OIDK Page 3 of 8 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: 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. On site SPECIFICATION REQUIREMENTS 4000 psi 28 Days 3 -5" 3 -4% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) Water added at site: 5 gallons Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 4 1 4.25 05/19/2003 4 2 4.25 06/09/2003 4 3 4.25 06/09/2003 4 4 4.25 07/07/2003 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 PROJECT DATA REPORT OF TESTS Report No.: Project No.: Date of Service: Report Date: 176641 037333 05/12/2003 05/21/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 9:25am BATCH TIME: 9:15am TEMPERATURE (F) AIR 75 F CONCRETE: 82 F TRUCK NO: 108 TICKET NO: 114990 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast corner of the southwest entrance SAMPLE LOCATION: 595' east x 23' north of southeast corner of the southwest entrance AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 106360 COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3760 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. o1DK Page 4 of 8 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. 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 3" -5" 3 -4% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (Inches) Water added at site: 5 gallons Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 4.75 05/19/2003 4.75 06/09/2003 4.75 06/09/2003 4.75 07/07/2003 PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: 622' east x 39' north of southeast corner of the southwest entrance AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 99040 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) 3500 176641 037333 05/12/2003 05/21/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 10:25am BATCH TIME: 10:1 88111 TEMPERATURE (F) AIR 84 F CONCRETE: 84 F TRUCK NO: 111 TICKET NO: 115002 AIR CONTENT 3.9 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast comer of the southwest entrance 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. 01DK Page 5 of 8 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. 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): 3" 5" AIR (V0): 3 -4% 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) DATE TESTED 6 1 4.50 05/19/2003 6 2 4.50 06/09/2003 6 3 4.50 06/09/2003 6 4 4.50 07/07/2003 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.) MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 11:55am BATCH TIME: 11:36am TEMPERATURE (F) -AIR 86 F CONCRETE: 84 F TRUCK NO: 101 TICKET NO: 115013 AIR CONTENT 4.1 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast comer of the southwest entrance SAMPLE LOCATION: 689' east x 10' north of southeast comer of the southwest entrance AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 102110 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: 176641 037333 05/12/2003 05/21/2003 COMPRESSIVE STRENGTH FRACTURE (psi) TYPE 3610 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. O1DK Page 6 of 8 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: 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): 3"-5" AIR 3% 4% 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) 7 1 5.00 05/19/2003 7 2 5.00 06/09/2003 7 3 5.00 06/09/2003 7 4 5.00 07/07/2003 Water added at site: 5 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT (W TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 12:15pm BATCH TIME: 12:11pm TEMPERATURE (F) AIR 86 F CONCRETE: 83 F TRUCK NO: 101 TICKET NO: 115019 AIR CONTENT 4.0 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast corner of the southwest entrance SAMPLE LOCATION: 777' east x 24' north of southeast comer of the southwest entrance AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 102270 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) 176641 037333 05/12/2003 05/21/2003 FRACTURE TYPE 3620 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. 01DK Page 7 of 8 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): 3" 5" AIR 3% 4% 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) 8 1 4.25 8 2 4.25 8 3 4.25 8 4 4.25 Technician: Jeremy Watts Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Building Dept. (1) Potter Concrete DATE TESTED 05/19/2003 06/09/2003 06/09/2003 07/07/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Engineering Dept. 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: 176641 037333 05/12/2003 05/21/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 1:3Opm BATCH TIME: 1:O8pm TEMPERATURE (F) -AIR 88 F CONCRETE: 85 F TRUCK NO: 111 TICKET NO: 115028 AIR CONTENT 4.2 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving parking area on the south side of building, 0' 96' north and 396' 795' east from the southeast comer of the southwest entrance SAMPLE LOCATION: 810' east x 24' north of southeast corner of the southwest entrance AGE (days) 7 28 28 56 Started: 9:45am Finished: 3:OOpm MAXIMUM LOAD (Ibs. force) 108750 COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3850 Unbonded Cap ngineers, Ltd. K. Scott Watson 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. OIDK Page 8 of 8