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Freeport NIP(7.0)-LR030723oneEngineers -.:.t LEIGH CO MPANY 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 On this date, a Rone Engineers, Ltd. representative(s) arrived on site as scheduled to perform Reinforcing Steel Inspection. The results are attached. Technician Time: 6:OOam 7:OOam 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 (1) Engineering Analyst (I) 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 Report No.: Project No.: Date of Service: Report Date: 191073 037333 07/21/2003 07/23/2003 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. 99DD Page 1 of 1 Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Placing Drawings Approved 1.-/-- Bar Length and Shape i•' Column Ties Properly Tied and Spaced Bar Size v Proper Bar Placement C--." Stirrup Spacing and Type Bar Grade VI Properly Tied t/� Lapped Splices Bars Clean f• Dowel Bars in Place 1../".. Welded Splices Form Clean 1/ Proper Bar Supports Mechanical Splices Number Bars Proper Cover v. RoneEngineers A LEIGH COMPANY Client: Dv e Project: Freeport 8908 Ambassador Row Dallas, Texas 75247 (214) 630-9745 Report of Reinforcing Steel Inspection Report No.: gla 7 3 Project No.: 0 3 733 3 Date of Service: 7 —.)./—e 3 Page j. of Locations and Items Inspected: ..c J.* J 19 o F A/ ,.-h D tik; "9 Bp re g idq 4 /t, >a., r L e s -,4, Z 121 North Rayner Fort Worth, Texas 76111 (817) 831 -6211 u• e Discrepancies Comments: 5' b e q l Jdeat of P PIQCen et Inspector's Signature: 1 S e Time: 6:14., a4 to 7 '0d44 Client/Contractor Signature: Client/Contractor Copied with Results: Yes No LIMITATIONS: The test results presented herein were prepared based upon the specific simples provided for testing. We assume no responsibility for variation in quality (composition appearance, performance, me) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our tenets and repots are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrinen approval of Roue Engineers. Inc. R©neEngineers r A LEIGH COMP ANY 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. 2 1 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% AIR CONTENT 3.7 UNIT WEIGHT (pet): NA 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 1 1 4.5 07/22/2003 4.5 08/12/2003 4.5 08/12/2003 1 4 4.5 09/09/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED. 7 BATCH TIME: 7:14am TEMPERATURE (F) AIR 76 F CONCRETE: 88 F TRUCK NO: 119 TICKET NO: 117217 REPORT OF TESTS OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM SAMPLE LOCATION: 30' east, 15' north, southwest comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 101375 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) 190770 037333 07/15/2003 07/23/2003 FRACTURE TYPE 3580 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 1 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: 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. 2 1 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 5.0 07/22/2003 2 2 5.0 08/12/2003 2 3 5.0 08/12/2003 2 4 5.0 09/09/2003 PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: 25, north, 10' west, southeast corner Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 97755 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: 190770 037333 07/15/2003 07/23/2003 MIX DESIGN I D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:O2am BATCH TIME: 7: loam TEMPERATURE (F) AIR 80 F CONCRETE: 89 F TRUCK NO: 118 TICKET NO: 117226 AIR CONTENT 3.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM COMPRESSIVE STRENGTH (Psi) FRACTURE TYPE 3460 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 2 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 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 CONTRACTOR: Duke Realty Services, LP MIX DESIGN I.D.: 7752 CONCRETE SUPPLIER: Potter PLACEMENTDATE: 07/15/2003 PLANT: On Site WEATHER CONDITIONS: Clear SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:O5am BATCH TIME: 8:52am STRENGTH: 4000 psi 28 Days TEMPERATURE (F) ME 82 F CONCRETE: 88 F SLUMP (in): 5" maximum TRUCK NO: 119 TICKET NO: 117235 AIR 3% 6% AIR CONTENT 4.1 UNIT WEIGHT (pct): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 South parking lot, south half, building column line GG to MM ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C 138 SAMPLE LOCATION: 20' north, 100' east, southwest ASTM C 39 REPORT OF TESTS comer Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 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.: 190770 Project No.: 037333 Date of Service: 07/15/2003 Report Date: 07/23/2003 CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (pst) TYPE 3 1 5.0 07/22/2003 7 89260 3160 Unbonded Cap 3 2 5.0 08/12/2003 28 Unbonded Cap 3 3 5.0 08/12/2003 28 Unbonded Cap 3 4 5.0 09/09/2003 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 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 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. 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 MARKED SET NO. MEASURED SLUMP (ink) 4 1 5.0 4 2 5.0 4 3 5.0 4 4 5.0 Duke Realty Services, LP Potter On Site DATE TESTED 07/22/2003 08/12/2003 08/12/2003 09/09/2003 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) 87595 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: 190770 037333 07/15/2003 07/23/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:OOam BATCH TIME: 9:43am TEMPERATURE (F) AIR 84 F CONCRETE: 89 F TRUCK NO: 1 17 TICKET NO: 117245 AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM SAMPLE LOCATION: 130' east, 10' south, northwest corner COMPRESSIVE STRENGTH (Psi) FRACTURE TYPE 3100 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 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 4.5 07/22/2003 5 2 5 3 5 4 Technician' Lanny Gist Report Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete 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 4.5 08/12/2003 4.5 08/12/2003 4.5 09/09/2003 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 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 Started: 6: 30am Finished: 3 30pm (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections MAXIMUM LOAD (lbs. force) 90385 Report No.: Project No.: Date of Service: Report Date: COMPRESSIVE STRENGTH (Psi) SAMPLE LOCATION: 175' east, 20' north, southwest corner 190770 037333 07/15/2003 07/23/2003 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. MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/15/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:55am BATCH TIME: 10:38am TEMPERATURE (F) AIR 88 F CONCRETE: 90 F TRUCK NO: 115 TICKET NO: 117253 AIR CONTENT 3.2 UNrr WEIGHT (pd): NA OVERALL PLACEMENT LOCATION: South parking lot, south half, building column line GG to MM FRACTURE TYPE 3200 Unbonded Cap K. 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. 01DD Page 5 of 5