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Freeport NIP(7.0)-LR030925RoneEngineers 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. 1 1 2 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 REMENTS 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 09/24/2003 56 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 7:OSam BATCH TIME: 6:49am TEMPERATURE (F) AIR 83 F CONCRETE: 88 F TRUCK NO: 105 TICKET NO: 117703 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot at northeast entrance. SAMPLE LOCATION: 10' west, 10' north of southeast corner AGE (days) 7 28 28 MAXIMUM LOAD (lbs. force) 77500 102425 100365 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: COMPRESSIVE STRENGTH (psi) 2740 3620 3550 3590 120355 4260 191630 037333 07/30/2003 09/25/2003 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. 01 Page 1 of 6 RoneEngineers A LEIG H 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 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) 5.00 08/06/2003 DATE TESTED 2 2 5.00 08/27/2003 2 3 5.00 08/27/2003 2 4 5.00 09/24/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS 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: 8:1 Oam BATCH TIME: 7:5Oam TEMPERATURE (F) AIR 85 F CONCRETE: 88 F 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 SAMPLE LOCATION: 10' east, 5' north of southwest corner Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 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 COMPRESSIVE STRENGTH (psi) 3000 3700 3830 3770 56 121270 4290 191630 037333 07/30/2003 09/25/2003 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 Rene Engineers, Ltd. 01 Page 2 of 6 RoneEngineers A LEIGH COMPANY Client: Duke Realty Services, LP Attn: Mr. Jeff Lan •ston 5495 Belt o.. Suite 360 Dalla 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 TEST METHOD: CYLINDER MARKED SET NO. 3 1 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 5.00 08/06/2003 3 2 5.00 08/27/2003 3 3 5.00 08/27/2003 3 4 5.00 09/24/2003 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 Report No.: Project No.: Date of Service: Report Date: 191630 037333 07/30/2003 09/25/2003 1, 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: 8:55am BATCH TIME: 8:43am TEMPERATURE (F) AIR 85 F CONCRETE: 89 F TRUCK NO: 110 TICKET NO: 117725 AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: South half of north parking lot, building column lines R to U REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 15' north, 10' west of southeast comer AGE (days) 7 MAXIMUM LOAD (Ibs. force) 88575 114445 110160 Average 56 123200 Does not comply with specified strength. COMPRESSIVE STRENGTH (psi) Nct FRACTURE TYPE 3130 Unbonded Cap Unbonded Cap Unbonded Cap 4360 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: 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: 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. 4 1 MEASURED SLUMP DATE (inches) TESTED 4 2 5.00 08/27/2003 4 3 5.00 08/27/2003 4 4 5.00 09/24/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS SAMPLE LOCATION: 10' east, 10' north of southwest corner Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) 5.00 08/06/2003 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudly TIME SAMPLED: 9:50am BATCH TIME: 9:32am TEMPERATURE (F) AIR 87 F CONCRETE: 89 F TRUCK NO: 1 15 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 AGE (days) 7 28 28 56 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 Report No.: Project No.: Date of Service: Report Date: COMPRESSIVE STRENGTH (psi) 3210 3860 4050 3960 125805 4450 191630 037333 07/30/2003 09/25/2003 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. 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: CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 5 1 5 2 5 3 5 4 Duke Realty Services, LP Potter On site 4000 psi 28 Days 5" maximum 3% 6% ASTM C -172 ASTM C -31 ASTM C -I43 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP DATE (inches) TESTED 4.50 08/06/2003 4.50 08/27/2003 4.50 08/27/2003 4.50 09/24/2003 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 MAXIMUM LOAD (Ibs. force) 109570 109950 Average Does not comply with specified strength. 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. MIX DESIGN LD.: 7752 PLACEMENT DATE: 07/30/2003 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 10:55am BATCH TIME: 10:37am TEMPERATURE (F) AIR 86 F CONCRETE: 90 F TRUCK NO: 103 TICKET NO: 1 17746 AIR CONTENT 3.5 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, building column line E to J SAMPLE LOCATION: 20' south, 20' west of northeast comer COMPRESSIVE STRENGTH (ps 86865 3070 3870 3890 3880 56 130070 4600 191630 037333 07/30/2003 09/25/2003 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. 01 Page 5 of 6 Rone Engineers 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, rform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in acto r.. ce with applicable standards. CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. On site MEASURED SLUMP (inches) 6 1 5.00 6 2 5.00 6 3 5.00 6 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 4000 psi 28 Days 5" maximum ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 DATE TESTED 08/06/2003 08/27/2003 08/27/2003 09/24/2003 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) (1) Pacheco Koch Consulting Engineers (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 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- 11:40am BATCH TIME: 11:1 lam TEMPERATURE (F) AIR 90 P CONCRETE: 91 F TRUCK NO: 1 TICKET NO: 117754 3% 6% AIR CONTENT 5.1 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, building colu y.Mfie/to AGE (days) 7 28 28 MAXIMUM LOAD (ibs. force) 79505 104235 98245 Average 56 117995 Does not comply with specified strength. Started: 7:OOam Finished: 2:30pm I. te._ SAMPLE LOCATION: 10' so€th, 10' west of northeast corner COMPRESSIVE STRENGTH (psi) 191630 037333 07/30/2003 09/25/2003 FRACTURE TYPE 2810 Unbonded Cap Unbonded Cap Unbonded Cap 4170 Unbonded Cap 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. 01 Page 6 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: 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: 4 :30 AM 5 :30 AM Page 1 of 2 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 Inspection (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 REPORT OF REINFORCING STEEL INSPECTION Report No.: Project No.: Date of Service: Report Date: 194926 037333 09/22/2003 09/25/2003 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 "ports 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. F 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 L/ Proper Bar Placement L-- Stirrup Spacing and Type Bar Grade Properly Tied Lapped Splices Bars Clean [i Dowel Bars in Place L/ Welded Splices Fonn Clean V Proper Bar Supports f--- Mechanical Splices Number Bars Proper Cover L� Rone Engineers Client: Do KC Project: Freeftrd /o Locations and Items Inspected: Discrepancies Comments: cA4,r5 gelded d A a tr e/5 Id ed -4 /°La tee o cifs, Inspector's Signature: 2 6 6300 Rothway, Suite 150 Houston, Texas 77040 (713) 996-9979 8908 Ambassador Row Dallas, Texas 75247 (214) 630 -9745 Report of Reinforcing Steel Inspection Report No.: l nd 6 Project No.: 03 7333 q Date of Service: Z? —0 3 Page of Z S. co rner of (off 2696 Gravel Drive Fort Worth, Texas 76118 (817) 284 -1318 doncr-e{e'la eeuo e Time: 5 oo,3n to 5 304 Client/Contractor Signature: Client/Contractor Copied with Results: Yes No LIMITATIONS: The test results presented herein were prepared hurt upon the specific samples provided for testing. We uNSrvn r., ,spoodbility for vanaion in quality (composition 2014(7/03) appearance. performance. etc.) or any other feature of similar subject matter provided by persons or conditions over whmh we have nu cunlml. Our letters and reports are for the [Willi use of the clients to whom they are addressed and shall not be reproduced except n full without the written approval of Rone Engineers, Ltd. 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: 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: 6:30am 7:45am Page 1 of 2 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 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 OF REINFORCING STEEL INSPECTION Report of Inspection (1) Engineering Analyst (1) City of Coppell Bldg. Inspections Report No.: Project No.: Date of Service: Report Date: 194343 037333 09/09/2003 09/11/2003 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 renroduced except in full without the written approval of Rone Engineers, Ltd. 99DD Rorie Engineers Client: 0 u kN Project: Free fca(a- Discrepancies Comments: l3a i p lot fin PAt Inspector's Signature: L `4 6300 Rothway, Suite 150 Houston, Texas 77040 (713) 996-9979 Report of Reinforcing Steel Inspection is1f Report No.: Project No.: Date of Service: Page 8908 Ambassador Row Dallas, Texas 75247 (214) 630-9745 1 3 93 33 4 9 -0 3 2 of ?i Locations and Items Inspected: )9Q2 ^9 /o f P'" y lea Pe oaf t r r-e u -tv LL Items Inspected: Placing Drawings A .roved Conforming Non Conforming Bar Size Bar Grade Bars Clean Form Clean Number Bars t� Items Inspected: Bar Length and Shape Proper Bar Placement Properly Tied Dowel Bars in Place Proper Bar Supports Proper Cover Conforming Ei Non Conforming Items Inspected: Column Ties Properly Tied and Spaced Stirrup Spacing and Type Lapped Splices Welded Splices Mechanical Splices Conforming Non Conforming LIMITATIONS: M lest results Im¢ni d herein were Prepared bn¢d upon the specific samples provided for resting. We aswm w. •..pnnsibilily for variation in quality (rompasiden 2014 (7/03) appeanknce.perfomrnnce.em.) or my other feature of similar subject matter provided by persons or conditions over which we have nu control. Orourlee and report are for the ...mews UK of Me clients to whom they are addressed and shall not be reproduced eereln in full without Chi Will. approval of Rene Engioms, Ltd. 2696 Gravel Drive Fort Worth, Texas 76118 (817) 284-1318 Time: 7:oo,1fr, to 1; 303n Client/Contractor Signature: Client/Contractor Copied with Results: Yes No