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Freeport NIP(7.0)-LR030808RoneEngineers 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 3% 6% TEST METHOD: ASTM C -172 ASTM C -31 CYLINDER MARKED SET NO. 1 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. ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -138 ASTM C -39 MEASURED SLUMP DATE (inches) TESTED 1 1 5.00 08/06/2003 5.00 08/27/2003 5.00 08/27/2003 4 5.00 09/24/2003 PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) SAMPLE LOCATION: 10' west, 10' north of southeast comer AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 77500 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: 07/30/2003 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 (pcf): NA OVERALL PLACEMENT LOCATION: North half of north parking lot at northeast entrance. COMPRESSIVE STRENGTH (psi) 191630 037333 07/30/2003 08/08/2003 FRACTURE TYPE 2740 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 lof6 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. 2 1 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 MEASURED SLUMP DATE (inches) TESTED 5.00 08/06/2003 2 2 5.00 08/27/2003 2 3 5.00 08/27/2003 2 4 5.00 09/24/2003 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: 8:10am BATCH TIME: 7:50am TEMPERATURE (F) AIR 85 F CONCRETE: 88 F TRUCK NO: 105 TICKET NO: 117715 AIR CONTENT 3.4 UNIT WEIGHT (pci): 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 56 MAXIMUM LOAD (Ibs. force) 84950 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) 191630 037333 07/30/2003 08/08/2003 FRACTURE TYPE 3000 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 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: 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. Duke Realty Services, LP Potter 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. MEASURED SLUMP DATE (inches) TESTED 3 1 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 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: 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 SAMPLE LOCATION: 15' north, 10' west of southeast comer AGE (days) 7 28 28 56 MAXIMUM LOAD (lbs. force) 88575 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) 191630 037333 07/30/2003 08/08/2003 FRACTURE TYPE 3130 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 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: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 4 3 Duke Realty Services, LP MIX DESIGN I.D.: 7752 Potter PLACEMENT DATE: 07/30/2003 On site 4000 psi 28 Days 5" maximum 3% 6% AIR CONTENT 4.6 UNIT WEIGHT (pct): 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) 4 1 5.00 08/06/2003 4 2 5.00 08/27/2003 Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) DATE TESTED 5.00 08/27/2003 4 4 5.00 09/24/2003 Water added at site: 10 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS WEATHER CONDITIONS: Partly cloudly TIME SAMPLED: 9:5Oam BATCH TIME: 9:32am TEMPERATURE (F) AIR 87 F CONCRETE: 89 F TRUCK NO: 115 TICKET NO: 117725 OVERALL PLACEMENT LOCATION: South half of north parking lot, building column lines R to U SAMPLE LOCATION: 10' east, 10' north of southwest comer AGE (days) 7 28 28 56 MAXIMUM LOAD (Ibs. force) 90905 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) 191630 037333 07/30/2003 08/08/2003 FRACTURE TYPE 3210 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: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: 011 site SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 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. MEASURED SLUMP (inches) 5 1 4.50 5 2 4.50 5 3 4.50 5 4 4.50 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 08/06/2003 08/27/2003 08/27/2003 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 08/08/2003 PROJECT DATA 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: 117746 AIR CONTENT 3.5 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: North half of south parking lot, building column line E to J REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28 27 sq in.) SAMPLE LOCATION: 20' south, 20' west of northeast corner 28 28 56 MAXIMUM LOAD (Ibs. force) 86865 COMPRESSIVE STRENGTH (psi) FRACTURE TYPE 3070 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 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. 6 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. 2 3 Technician: Lanny Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete Duke Realty Services, LP Potter On site 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 MEASURED SLUMP DATE (inches) TESTED 5.00 08/06/2003 5.00 08/27/2003 5.00 08/27/2003 6 4 5.00 09/24/2003 CONCRETE COMPRESSIVE STRENGTH TEST Started: 7:00am PROJECT DATA REPORT OF TESTS (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections OVERALL PLACEMENT LOCATION: North half of south parking lot, building column line E to J SAMPLE LOCATION: 10' south, 10' west of nort corner Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) AGE (days) 7 28 28 56 Finished: 2:30pm MAXIMUM LOAD (lbs. force) 79505 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: 11:4Oam BATCH TIME: 1 1:1 1 am TEMPERATURE (F) AIR 90 P CONCRETE: 91 F TRUCK NO: 114 TICKET NO: 117754 3% 6% AIR CONTENT 5.1 UNIT WEIGHT (pcf): N COMPRESSIVE STRENGTH (psi) 2810 191630 037333 07/30/2003 08/08/2003 K. Scott Watson, AET CMT Operations Manager 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 6 of 6 Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Items Inspected: Conforming Non Conforming Placing Drawings Approved Bar Length and Shape L/ Column Ties Properly Tied and Spaced Bar Size 1.■ Proper Bar Placement [,r Stirrup Spacing and Type Bar Grade Properly Tied L/ Lapped Splices t• Bars Clean •a Dowel Bars in Place Welded Splices ----s Form Clean 1/' Proper Bar Supports r/ Mechanical Splices Number Bars Proper Cover 1- RoneEngineers A LEIGH COMPANY Client: Da li Project: Fr repo t /0 Inspector's Signature: 2. 6,St 8908 Ambassador Row Dallas, Texas 75247 (214) 630 -9745 Report of Reinforcing Steel Inspection Report No.: M‘03-`7 Project No.: 0 313 3 3 Date of Service: 7-30.- 3 Page of 'L Locations and Items Inspected: Al r9' /1f' o f n/v r p vik e., /at- 4 f 1•1 a e f r 7 n i e, S hfr/'I L 6 V Ji y` P'I/kir, /nt B i4 /O.r'i. G,',FS P 400 v A/e NG/ e ff Soh 04 ?4% k r of S 1344 n /Ines L '/0 r Discrepancies Comments: 51 ,ter »,/r c-c e l ie re d. pcncoi t a l.. (A4; 5 gdaled U r 1 eon ere le De2 LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility fur variation in quality (composition appearance. performance. etc.)or any other feature of similar subject matter provided by persons or conditions aver 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 xritten approval of Pone Engineers, Inc. 121 North Rayner Fort Worth, Texas 76111 (817) 831 -6211 Time: eitlaim to 71criit- Client/Contractor Signature: Client/Contractor Copied with Results: Yes No