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Freeport NIP(7.0)-LR030827RoneEngineers 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 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% AIR CONTENT 4.6 UNIT WEIGHT (pcf): 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) 1 4.00 Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in DATE TESTED 08/05/2003 2 4.00 08/26/2003 3 4.00 08/26/2003 1 4 Hold Water added at site: 10 gallons PROJECT DATA REPORT OF TESTS OVERALL PLACEMENT LOCATION: North half of south parking lot, Building Column Line GG to LL SAMPLE LOCATION: 10' west, 10' north of southeast corner AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 100250 127205 130150 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/29/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 8' lOam BATCH TIME: 7:56am TEMPERATURE (F) AIR 78 F CONCRETE: 90 F TRUCK NO: 1 12 TICKET NO: 117656 COMPRESSIVE STRENGTH (Psi) 3550 4500 4600 4550 191554 037333 07/29/2003 08/27/2003 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 5 RoneEngineers to 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. 2 1 5.00 2 2 5.00 2 3 5.00 2 4 5.00 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 Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/05/2003 08/26/2003 08/26/2003 PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: 75' west, 15' north of southeast corner AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 86245 104875 106355 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 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: Project No.: Date of Service: Report Date: MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/29/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 9:1Sam BATCH TIME: 9:OOam TEMPERATURE (F) AIR 82 F CONCRETE: 90 F TRUCK NO: 112 TICKET NO: 117666 AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, Building Column Line GG to I1. COMPRESSIVE STRENGTH (PH) 3050 3710 3760 3740 191554 037333 07/29/2003 08/27/2003 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/23/2003 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 Roue Engineers, Ltd. 01DD Page 2 of 5 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: STRENGTH: SLUMP (in): Ant TEST METHOD: CYLINDER MARKED SET NO. 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) 3 1 4.50 08/05/2003 3 2 4.50 08/26/2003 3 3 4.50 08/26/2003 3 4 Hold PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 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: 07/29/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10: loam BATCH TIME: 9:45am TEMPERATURE (F) AIR 84 F CONCRETE: 89 F TRUCK NO: 120 TICKET NO: 117675 AIR CONTENT 4.6 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, Building Column Line GG to LL SAMPLE LOCATION: 125' west, 10' south of northeast corner AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 104335 128025 129475 Average COMPRESSIVE STRENGTH (psi) 3690 4530 4580 4560 191554 037333 07/29/2003 08/27/2003 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 3 of 5 RoneEngineers 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. 4 1 5.00 4 2 5.00 4 3 5.00 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) DATE TESTED 08/05/2003 08/26/2003 08/26/2003 4 4 5.00 09/23/2003 Does not comply with specified strength. 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: 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 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: 07/29/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 11:1Sam BATCH TIME: 10:54am TEMPERATURE (F) AIR 86 F CONCRETE: 90 F TRUCK NO: 113 TICKET NO: 117686 AIR CONTENT 4.6 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, Building Column Line GG to LL SAMPLE LOCATION: 30' east, 10' south of northwest corner AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 86775 110835 114300 Average COMPRESSIVE STRENGTH (psi) 3070 3920 4040 3980 191554 037333 07/29/2003 08/27/2003 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. 01DD Page 4 of 5 RoneEngineers to 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 (in): AIR TEST METHOD: CYLINDER MARKED SET NO. Duke Realty Services, LP Potter On site 4000 psi 28 Days 5" maximum 3 -6% ASTM ASTM ASTM ASTM ASTM ASTM ASTM MEASURED SLUMP (inches) 5 1 5.00 5 2 5.00 5 3 5.00 5 4 5.00 Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete C -172 C -31 C -143 C -231 C -1064 C -138 C -39 Concrete DATE TESTED 08/05/2003 08/26/2003 08/26/2003 CONCRETE COMPRESSIVE STRENGTH TEST Started: 7:30am PROJECT DATA REPORT OF TESTS Compressive Cylinder 6" x 12" (area 28.27 sq. in•) AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 86685 107300 109540 Average Does not comply with specified strength. (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Finished: 2:30pm 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: 10' east, 10' north of southwest corner COMPRESSIVE STRENGTH (Ps 3070 3790 3870 3830 191554 037333 07/29/2003 08/27/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/29/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 12:OOpm BATCH TIME: 11:48am TEMPERATURE (F) AIR 92 F CONCRETE: 92 F TRUCK NO: 120 TICKET NO: 117694 AIR CONTENT 3.8 UNIT WEIGHT (pcp: NA OVERALL PLACEMENT LOCATION: North half of south parking lot, Building Column Line GG to LL K. Scott Watson, AET CMT Operations Manager FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/23/2003 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. 01DD Page 5 of 5 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Services: Page 1 of 2 Freeport 10 500 Freeport Parkway Coppell, TX Reinforcing Steel Inspection Technician Time: 11:30am 12:0Opm Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Pacheco Koch Consulting Engineers REPORT OF REINFORCING STEEL INSPECTION Report of Inspection Report No.: Project No.: Date of Service: Report Date: On this date, a Rone Engineers, Ltd. representative(s) arrived on site as scheduled to perform Reinforcing Steel Inspection. The results are attached. (1) Engineering Analyst (1) City of Coppell Bldg. Inspections 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 192976 037333 08/22/2003 08/27/2003 K. Scott Watson, AET CMT Operations Manager 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. 9901) Page 1 of 1 Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Placing Drawings Approved Bar Length and Shape Column Ties Properly Tied and Spaced Bar Size Proper Bar Placement Stirrup Spacing and Type Bar Grade Properly Tied Lapped Splices Bars Clean Dowel Bars in Place Welded Splices Form Clean Proper Bar Supports Mechanical Splices Number Bars Proper Cover RoneEngineers to A LEIGH COMPANY 8908 Ambassador Row Dallas, Texas 75247 (214) 630 -9745 Report of Reinforcing Steel Inspection Report No.: 9 ,2916 Project No.: 037333 Project: freeelni /C Date of Service: g— -e3 Page of Client: note Locations and Items Inspected: i e Sa c' >h pi/lc /di' r /344 erk r L;h 'r) hl fa itivr NCI 121 North Rayner Fort Worth, Texas 76111 (817) 831 -6211 Discrepancies Comments: S r erc'e LAj e /�i c.� 7 w., c C n t ceie p roconie L d —i4ir5 r- ralclPc�C. G1' �r:n. p© Inspector's Signature: L 6 S f" Time: 1 ;3a,% to /2/co Client/Contractor Signature: Client /Contractor Copied with Results: Yes No LIMITATIONS'. 'The test esults presented herein were prepared based upon the specilid samples provided for testing. We assume no responsibility for variation in quality (composition appearance, pedotmance, etcd or any other Mature of similar subject manor provided by persons a conditions mcr which we have no control. Our letters and reports are for the melusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rene Engineers, Inc.