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Freeport NIP(7.0)-LR030825RoneEngineers to 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 1 2 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. 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 08/01/2003 5.0 08/22/2003 5.0 08/22/2003 1 4 Hold 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. 7:30am 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 MAXIMUM LOAD (lbs. force) 87350 118030 116295 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 COMPRESSIVE STRENGTH (Psi) 3090 4170 4110 4140 191402 037333 07/25/2003 08/25/2003 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. O1DD 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: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQU STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 2 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 IREMENTS 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) 2 2 5.0 08/22/2003 2 3 5.0 08/22/2003 2 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.) DATE TESTED 5.0 08/01/2003 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 Report No.: Project No.: Date of Service: Report Date: 191402 037333 07/25/2003 08/25/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS• Clear TIME SAMPLED: 8:20am BATCH TIME: 8:01am TEMPERATURE (F) AIR 82 F CONCRETE: 84 F TRUCK NO: 1 TICKET NO: 117592 AIR CONTENT 4.0 OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG SAMPLE LOCATION: 20' east, 15' south of northwest comer AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 86500 109125 107600 Average UNIT WEIGHT (pcf): NA COMPRESSIVE STRENGTH (psi) 3060 3860 3810 3840 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. OIDD Page 2 of 7 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): MR TEST METHOD: CYLINDER MARKED SET NO. 3 3 3 3 1 2 3 4 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 5.0 09/19/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS 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.: Project No.: Date of Service: Report Date: 191402 037333 07/25/2003 08/25/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 9: loam BATCH TIME: 8:49am TEMPERATURE (F) MR 84 F CONCRETE: 86 F TRUCK NO: 101 TICKET NO: 117599 AIR CONTENT 3.2 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG SAMPLE LOCATION: 10' north, 10' east of southwe corner AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 83940 108995 102220 Average Does not comply with specified strength. /I COMPRESSIVE STRENGTH (psi) 2970 Unbonded Cap 3850 3610 3730 7 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. O1DD 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: Services: CONTRACTOR: CONCRETE SUPPLIER. PLANT: SPECIFICATION REQU STRENGTH: SLUMP (in): AIR (%n): TEST METHOD: CYLINDER MARKED SET NO. 4 1 4 4 2 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. Duke Realty Services, LP Potter On site MENTS 4000 psi 28 Days 5" max 6% STM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP (inches) 4.5 4.5 4.5 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 08/01/2003 08/22/2003 08/22/2003 4 4 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 96136 119135 119085 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: SAMPLE LOCATION: 100' east, 20' south of northwest comer COMPRESSIVE STRENGTH (Psi) 3400 4210 4210 4210 191402 037333 07/25/2003 08/25/2003 MIX DESIGN LD.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:O5am BATCH TIME: 9:45am TEMPERATURE (F) AIR 85 F CONCRETE: 88 F TRUCK NO: 104 TICKET NO: 117610 AIR CONTENT 3.5 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG 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 4 of 7 RoneEngineers w 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. 5 4 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 5 1 5.0 08/01/2003 5 2 5.0 08/22/2003 5 3 5.0 08/22/2003 Hold CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 11:OOam TEMPERATURE (F) AIR TRUCK NO: 115 AIR CONTENT 3.5 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 MAXIMUM LOAD (ibs. force) 96185 115760 111955 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 Report No.: Project No.: Date of Service: Report Date: 191402 037333 07/25/2003 08/25/2003 BATCH TIME: 10:41 am 86 F CONCRETE: 89 F TICKET NO: 117620 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to 00 150' east, 10' north of southwest comer COMPRESSIVE STRENGTH (Psi) 3400 4090 3960 4030 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 of 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: 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. Duke Realty Services, LP Potter On site MEASURED SLUMP (inches) DATE TESTED 6 1 4.5 08/01/2003 6 2 4.5 08/22/2003 6 3 4.5 08/22/2003 6 4 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 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 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 REPORT OF TESTS 191402 037333 07/25/2003 08/25/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 12: 10p111 BATCH TIME. 11 TEMPERATURE (F) AIR 88 F CONCRETE: 90 F TRUCK NO: 101 TICKET NO: 117633 AIR CONTENT 3.1 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GG SAMPLE LOCATION: 200' east, 10' south of northwest corner AGE (days) 7 28 28 MAXIMUM LOAD (Ibs. force) 94040 116280 115900 Average COMPRESSIVE STRENGTH (Psi) 3330 4110 4100 4110 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. OIDD Page6of7 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 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 (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 DATE TESTED 08/01/2003 08/22/2003 08/22/2003 CONCRETE COMPRESSIVE STRENGTH TEST Started: 7:OOam PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in AGE (days) 7 28 28 Does not comply with specified strength. (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Finished: 2:30pm MAXIMUM LOAD (lbs. force) 86245 107520 105785 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: SAMPLE LOCATION: 225' east, 10' north of southwest corner COMPRESSIVE STRENGTH (Psi) 3050 3800 3740 3770 191402 037333 07/25/2003 08/25/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/25/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 1:10pm BATCH TIME: 12:Slpm TEMPERATURE (F) AIR 90 F CONCRETE: 92 F TRUCK NO: 105 TICKET NO: 117641 AIR CONTENT 4.0 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot between Building Column Lines Y to GO K. Scott Watson, AET CMT Operations Manager FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 09/19/2003 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 Rorie Engineers, Ltd. OIDD Page 7 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 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: 8:30am 11:30am Page 1 of 3 Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (I) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Pacheco Koch Consulting Engineers REPORT OF REINFORCING STEEL INSPECTION Report of Inspection 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: 192851 037333 08/20/2003 08/25/2003 (1) Engineering Analyst (I) City of Coppell Bldg. Inspections 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 Paee 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 l+' Column Ties Properly Tied and Spaced Bar Size Proper Bar Placement 1/ Stirmp Spacing and Type Bar Grade [/a Properly Tied [i- Lapped Splices L/ Bars Clean Dowel Bars in Place Welded Splices Form Clean Proper Bar Supports Mechanical Splices Bars Proper Cover 1i RoneEngineers A LEIGH COMPANY Client: vre Project: F e epor/ jig 8908 Ambassador Row Dallas, Texas 75247 (214) 630 -9745 Report of Reinforcing Steel Inspection Report No.: f q S Project No.: 03 7 3 3 3 Date of Service: e-cAp -v Page of 3- Discrepancies Comments: 5- rota 6 e< pi, or' 7 to Cf P lOre Pprl Fars/1 C A4i /5 M Yd ad/42% f v i, r7 /)&r LIMITATIONS: The tem results presented herein were prepared based upon the speailic vm pies provided for testing, We assume no responsibility for variation in quality (composition appearance, performance. etc) or any other feature orsimil ,subject matter provided by panona or conditions over which we have no control. Our letters and reports are for the esclmive use of the clients m whom they are addressed and shall no be reproduced except in full without the written approval of none Engineers, Inc, 121 North Rayner Fort Worth, Texas 76111 (817) 831 -6211 Locations and Items Inspected: ecbt Lgne q nomi nl,E u nd 5 415 Inspector's Signature: L 4; 5 Time: to Client/Contractor Signature: Client/Contractor Copied with Results: Yes No Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Placing Dmwings Approved Bar Length and Shape p Column Ties Properly Tied and Spaced .---•-t Bar Size L. Proper Bar Placement L/• Stirrup Spacing and Type Bar Grade Properly Tied Lapped Splices L--- Bars Clean t- Dowel Bars in Place Z`• Welded Splices -._e Form Clean Proper Bar Supports Mechanical Splices Number Bars 4.- Proper Cover RoneEngineers A LEIGH COMPANY Client: Duke Project: rreepo1 iU Locations and Items Inspected: 8Z-A9 leetre O cri r f� Discrepancies Comments: C f, '7 0 c'daieol t r, Inspector's Signature: 2- 6 ;5/ 8908 Ambassador Row Dallas, Texas 75247 (214) 630 -9745 Time: oo to fl LIMITATIONS'. The test results presented herein were prepared hued epee the specific samples provided fortesting. We assume no responsibility f variation in quality (composition appearance, performance, etc.) or any other feature of similar subject matter provided by persons &conditions over which ae have no rental. 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 Race Engineers, Inc. 121 North Rayner Fort Worth, Texas 76111 (817) 831 -6211 Report of Reinforcing Steel Inspection Report No.: l rj ZSS Project No.: 0 3 3 9 3 Date of Service: 8 do- a Page 3 of 0 0"/ erriA p Client/Contractor Signature: Client/Contractor Copied with Results: Yes No