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Freeport NIP(7.0)-LR030828RoneEngineers 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. 1 1 1 2 1 3 1 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. 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 PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) MEASURED SLUMP DATE (inches) TESTED 5.00 08/06/2003 5.00 08/27/2003 5.00 08/27/2003 5.00 AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 77500 102425 100365 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: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 7:O5am BATCH TIME: 6:49am TEMPERATURE (F) AIR 83 F CONCRETE: 88 F TRUCK NO: 105 TICKET NO: 117703 AIR CONTENT 4.3 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot at northeast entrance. SAMPLE LOCATION: 10' west, 10' north of southeast corner COMPRESSIVE STRENGTH (psi) 2740 3620 3550 3590 191630 037333 07/30/2003 08/28/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/24/2003 56 Unbonded Cap Does not comply with specified strength. 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 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" maximum AIR (°/0): 3% 6% TEST METHOD: ASTM C -172 ASTM C -31 CYLINDER MARKED SET NO. 2 1 2 2 2 3 2 4 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 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/06/2003 08/27/2003 08/27/2003 AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 84950 104715 108245 Average Does not comply with specified strength. 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: 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 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 8:1 Oam BATCH TIME: 7:50am TEMPERATURE (F) AIR 85 F CONCRETE: 88 P TRUCK NO: 105 TICKET NO: 117715 AIR CONTENT 3.4 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of north parking lot at northeast entrance 10' east, 5' north of southwest corner COMPRESSIVE STRENGTH (psi) 3000 3700 3830 3770 191630 037333 07/30/2003 08/28/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/24/2003 56 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. pi 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: 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 (1o): AIR TEST METHOD: CYLINDER MARKED SET NO. 3 1 5.00 3 4 5.00 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) 3 2 5.00 08/27/2003 3 3 5.00 08/27/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA SAMPLE LOCATION: REPORT (W TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/06/2003 AGE (days) 7 28 28 09/24/2003 56 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 8:55am BATCH TIME: 8:43am TEMPERATURE (F) AIR 85 F CONCRETE: 89 F TRUCK NO: 110 TICKET NO: 117725 AIR CONTENT 4.3 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: South half of north parking lot, building column lines R to U Does not comply with specified stren MAXIMUM LOAD (lbs. force) 88575 114445 110160 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: 15' north, 10' west of southeast corner COMPRESSIVE STRENGTH (psi) 191630 037333 07/30/2003 08/28/2003 3130 Unbonded Cap FRACTURE TYPE nbonded Cap nbonded 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 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 MEASURED SLUMP DATE (Inches) TESTED 5.00 08/06/2003 5.00 08/27/2003 5.00 08/27/2003 4 4 5.00 09/24/2003 AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 90905 109280 114520 Average 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: 191630 037333 07/30/2003 08/28/2003 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 Duke Realty Services, LP MIX DESIGN I.D.: 7752 Potter PLACEMENT DATE: 07/30/2003 On site WEATHER CONDITIONS: Partly cloudly TIME SAMPLED: 9:50am BATCH TIME: 9:32am TEMPERATURE (F) AIR 87 F CONCRETE: 89 F TRUCK NO: 1 TICKET NO: 117725 AIR CONTENT 4.6 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: South half of north parking lot, building column lines R to U 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 SAMPLE LOCATION: 10' east, 10' north of southwest ASTM C -39 REPORT OF TESTS comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) COMPRESSIVE STRENGTH (psi) 3210 3860 4050 3960 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 56 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 Rene 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: 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): 5" maximum AIR Web 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. MEASURED SLUMP (Inches) 5 1 4.50 5 2 4.50 08/27/2003 5 3 4.50 08/27/2003 5 4 4.50 DATE TESTED 08/06/2003 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: 07/30/2003 WEATHER CONDITIONS:. Partly cloudy TIME SAMPLED: 10:55am BATCH TIME: 10:37am TEMPERATURE (F) AIR 86 P CONCRETE: 90 F TRUCK NO: 103 TICKET NO: 117746 AIR CONTENT 3.5 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, building column line E to J SAMPLE LOCATION: 20' south, 20' west of northeast corner AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 86865 109570 109950 Average Does not comply with specified strength. 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) 3070 3870 3890 3880 191630 037333 07/30/2003 08/28/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/24/2003 56 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 SUPPLIER: PLANT: SPECIFICATION REQUI STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 6 1 5.00 6 2 5.00 6 3 5.00 6 4 5.00 Technician: Lanny Gist Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete Duke Realty Services, LP Potter On sit 000 psi 28 Da 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) DATE TESTED 08/06/2003 08/27/2003 08/27/2003 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 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.) 09/24/2003 56 Started: 7:OOam (I) Pacheco Koch Consulting Engineers (I) Engineering Analyst (1) City of Coppell Bldg. Inspections MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 11:4Oam BATCH TIME: 11:1lam TEMPERATURE (F) AIR 90 F CONCRETE: 91 F TRUCK NO: 114 TICKET NO: 117754 AIR CONTENT 5.1 UNIT WEIGHT (pci): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, building column line E to J SAMPLE LOCATION: 10' south, 10' west of northeast corner AGE (days) 7 28 28 Finished: 2:30pm MAXIMUM LOAD (lbs. force) 79505 104235 98245 Average Does not comply with specified strength. Report No.: Project No.: Date of Service: Report Date: COMPRESSIVE STRENGTH (psi) 191630 037333 07/30/2003 08/28/2003 FRACTURE TYPE 2810 Unbonded Cap 3690 Scott Watson, AET 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. 01 Page 6 of 6