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Freeport NIP(7.0)-LR030804 (2)RoneEngineers A LEIGH COMPANY CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 1 1 1 1 1 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. 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 DATE (inches) TESTED 2 5.0 08/22/2003 3 5.0 08/22/2003 4 5.0 09/19/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 5.0 08/01/2003 Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 7:3Oam BATCH TIME: 7:14am TEMPERATURE (F) -AIR 80 F CONCRETE: 86 F TRUCK NO: 105 TICKET NO: 117583 AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: South half of north parking lot, Building Column Lines KK to LL SAMPLE LOCATION: 20' south, 10' west of northeast corner AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 87350 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 COMPRESSIVE STRENGTH (psi) 191402 037333 07/25/2003 08/04/2003 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. 01DD Page 1 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: 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: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 2 3 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 -I38 ASTM C -39 MEASURED SLUMP (inches) 2 1 5.0 08/01/2003 2 2 5:0 08/22/2003 5.0 08/22/2003 2 4 5.0 09/19/2003 Water added at site: 5 gallons DATE TESTED 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: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:20am BATCH TIME: 8:O1am TEMPERATURE (F) AIR 82 F CONCRETE: 84 F TRUCK NO: 1 15 TICKET NO: 117592 AIR CONTENT 4.0 UNIT WEIGHT (pci): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG SAMPLE LOCATION: 20' east, 15' south of northwest corner AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 86500 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Port Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 COMPRESSIVE STRENGTH (psi) 191402 037333 07/25/2003 08/04/2003 FRACTURE TYPE 3060 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 Bone 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 Protect: 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: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 3 1 3 2 3 3 3 4 Duke Realty Services, LP Potter On site 4000 psi 28 Days 5" maximum 3% 6% AIR CONTENT 3.2 UNIT WEIGHT (pct): NA ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 5.0 5.0 5.0 5.0 Concrete Compressive Cylinder 6" x 12" (area 28 27 sq. in.) DATE TESTED 08/01/2003 08/22/2003 08/22/2003 09/19/2003 PROJECT DATA REPORT OF TFSTS SAMPLE LOCATION: 10' north, 10' east of southwest comer AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 83940 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: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 9:10am BATCH TIME: 8:49am TEMPERATURE (F) AIR 84 F CONCRETE. 86 F TRUCK NO: 101 TICKET NO: 117599 OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG COMPRESSIVE STRENGTH (psi) 191402 037333 07/25/2003 08/04/2003 FRACTURE TYPE 2970 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. 01DD Page 3 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: CYLINDER MARKED SET NO. Duke Realty Services, LP Potter 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 MEASURED SLUMP DATE (inches) TESTED 4 1 4.5 08/01/2003 4 2 4.5 08/22/2003 4 3 4.5 08/22/2003 4 4 4.5 09/19/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:OSam BATCH TIME: 9:45am TEMPERATURE (F) AIR 85 F CONCRETE: 88 F TRUCK NO: 104 TICKET NO: 1 17610 AIR CONTENT 3.5 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG 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) 96136 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: 100' east, 20' south of northwest corner COMPRESSIVE STRENGTH (psi) 191402 037333 07/25/2003 08/04/2003 FRACTURE TYPE 3400 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 fill] without the written approval of Rone Engineers, Ltd. OIDD Page 4 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 5 1 5 2 5 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. 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 08/01/2003 5.0 08/22/2003 5.0 08/22/2003 5 4 5.0 09/19/2003 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: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 11:OOam BATCH TIME: 10:4lam TEMPERATURE (F) AIR 86 F CONCRETE: 89 F TRUCK NO: 1 TICKET NO: 117620 AIR CONTENT 3.5 UNIT WEIGHT (pci): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GO SAMPLE LOCATION: 150' east, 10' north of southwest corner AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 96185 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) 191402 037333 07/25/2003 08/04/2003 FRACTURE TYPE 3400 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. OIDD Page 5 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): 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 MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 6 1 4.5 08/01/2003 6 2 4.5 08/22/2003 6 3 4.5 08/22/2003 6 4 4.5 09/19/2003 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) 94040 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: 200' east, 10' south of northwest COMM' MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 12:1 Opm BATCH TIME: 1 1:52am TEMPERATURE (F) AIR 88 F CONCRETE: 90 F TRUCK NO: 101 TICKET NO: 11 7633 AIR CONTENT 3.1 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to OG COMPRESSIVE STRENGTH (psi) 191402 037333 07/25/2003 08/04/2003 FRACTURE TYPE 3330 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. OIDD 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: 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. 7 1 5.0 7 2 5.0 7 3 5.0 7 4 5.0 Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (I) 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): 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 MEASURED SLUMP (inches) Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/01/2003 08/22/2003 08/22/2003 09/19/2003 AGE (days) 7 28 28 56 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA Started: 7:OOam Finished: 2:30pm MAXIMUM LOAD (Ibs. force) 86245 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: 191402 037333 07/25/2003 08/04/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 1' I Opm BATCH TIME: 12:51pm TEMPERATURE (F) AIR 90 F CONCRETE: 92 F TRUCK NO: 105 TICKET NO: 1 17641 AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG SAMPLE LOCATION: 225' east, 10' north of southwest REPORT OF TESTS comer COMPRESSIVE STRENGTH (psi) K. Scott Watson, AET CMT Operations Manager 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. 01DD Pagel of