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Freeport NIP(7.0)-LR030611RoneEngineers 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, CONCRETE SUPPLIER: Potter PLANT: 011 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 1 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. 3 5 MEASURED SLUMP (inches) 1 4.00 2 4.00 3 4.00 LP CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA 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 (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 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 Hold SAMPLE LOCATION: 40' north x 417' east of southeast corner of southwest entra AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 133050 141145 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.: 176641 Project No.: 037333 Date of Service: 05/12/2003 Report Date: 06/11/2003 COMPRESSIVE STRENGTH (psi) 116910 4130 4710 4990 4850 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. OIDK 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: CONCRETE SUPPLIER: PLANT: CYLINDER MARKED SET NO. 2 1 4.50 2 2 4.50 2 3 4.50 2 4 Duke Realty Services, LP Potter On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (In): AIR( 3 4% 3 5 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 05/19/2003 06/09/2003 06/09/2003 Hold 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: 8:O5am BATCH TIME: 7:55arn TEMPERATURE (F AIR 73 F CONCRETE: 78 F TRUCK NO: 105 TICKET NO: 114973 AIR CONTENT 4.9 UNIT WEIGHT (pci): 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 AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 120795 130400 138895 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) 4270 4610 4910 4760 176641 037333 05/12/2003 06/11/2003 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 Roue Engineers, Ltd. 01DK Page 2 of 8 RoneEngineers A LEIGH COM PANY 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. MEASURED SLUMP (inches) 3 1 5.00 3 2 5.00 3 3 5.00 4 DATE TESTED 05/19/2003 06/09/2003 06/09/2003 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) 113695 137490 127815 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.: 176641 Project No.: 037333 Date of Service: 05/12/2003 Report Date: 06/11/2003 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 3" TRUCK NO: 108 TICKET NO: 114982 AIR CONTENT 4.7 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: 528' east x 48' north of southeast comer of the southwest entrance COMPRESSIVE STRENGTH (Psi) 4020 4860 4520 4690 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. OIDK Page 3 of 8 Ro,ne 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: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. Duke Realty Services, LP Potter On site 3 -5" MEASURED SLUMP (inches) 4 1 4.25 4 2 4.25 4 3 4.25 3 -4% ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 Water added at site: 5 gallons Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 05/19/2003 06/09/2003 06/09/2003 4 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 129840 124605 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.: 176641 Project No.: 037333 Date of Service: 05/12/2003 Report Date: 06/11/2003 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 (pef): 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 COMPRESSIVE STRENGTH (Psi) 106360 3760 4590 4410 4500 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. OIDK 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: CYLINDER MARKED SET NO. 5 1 5 2 5 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 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 MEASURED SLUMP (inches) 4.75 4.75 4.75 4 Hold Water added at site: 5 gallons DATE TESTED 05/19/2003 06/09/2003 06/09/2003 PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 622' east x 39' north of southeast corner of the southwest entrance AGE (days) 7 28 28 124275 119065 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: 176641 037333 05/12/2003 06/11/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 05/12/2003 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 10:25am BATCH TIME: 10:18a111 TEMPERATURE (F) AIR 84 F CONCRETE: 84 F TRUCK NO: 111 TICKET NO: 1 15002 AIR CONTENT 3.9 UNIT WEIGHT (pci): 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 MAXIMUM COMPRESSIVE LOAD STRENGTH FRACTURE (Ibs. force) (psi) TYPE 99040 3500 Unbonded Cap Unbonded Cap Unbonded Cap 4390 4210 4300 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 5 of 8 0.0ers:. 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: SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): AIR TEST METHOD: CYLINDER MEASURED MARKED SLUMP DATE (inches) TESTED SET NO. 6 1 4.50 05/19/2003 6 2 4.50 06/09/2003 6 3 4.50 06/09/2003 6 4 Duke Realty Services, LP Potter On site 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 Water added at site: 10 gallons Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 126895 122770 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.: 176641 Project No.: 037333 Date of Service: 05/12/2003 Report Date: 06/11/2003 MIX DESIGN LD.: 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 (pci): 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: 689' east x 10' north of southeast corner of the southwest entrance COMPRESSIVE STRENGTH (psi) 102110 3610 4490 4340 4420 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. 01DK Page6of8 RoneEng M 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. 7 1 7 7 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 DATE TESTED 05/19/2003 06/09/2003 06/09/2003 7 4 Hold Water added at site: 5 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 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) Report No.: Project No.: Date of Service: Report Date: 176641 037333 05/12/2003 06/11/2003 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 corner of the southwest entrance AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 102270 129270 129585 Average COMPRESSIVE STRENGTH (psi) 3620 4570 4580 4580 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. 01DK Page 7 of 8 RoneEngineers vs A LEIGH COMPANY Project: Services: CONTRACTOR: CONCRETE SUPPLIER: PLANT: CYLINDER MARKED SET NO. 8 4 Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 8 1 4.25 8 2 4.25 8 3 4.25 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 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (In): AIR (Yo): TEST METHOD: 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) DATE TESTED 05/19/2003 06/09/2003 06/09/2003 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.: 176641 Project No.: 037333 Date of Service: 05/12/2003 Report Date: 06/11/2003 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. PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) Started: 9:45 am Finished:. 3 :OOpm (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections MIX DESIGN LD.: 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 corner of the southwest entrance SAMPLE LOCATION: 810' east x 24' north of southeast corner of the southwest entrance AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 108750 133600 131995 Average COMPRESSIVE STRENGTH (Fib 3850 4720 4670 4700 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. O1DK Page 8 of 8