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Freeport NIP(8.0)-LR041123RoneEngineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76! 18 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas Report No.: 221324 Project No.: 049245 Date of Service: 10/22/2004 Report Date: 11/23/2004 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 MEASURED STRENGTH: SLUMI~ (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" mmximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 10/22/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 3:45am BATCHTIME: 3:10alTl TEMPERATInRE (F) - AIR 72 F CONCRETE: 81 F TRUCK NO: 1827 TICKET NO: 656502 AIR CONTENT (%): NA UNITWEIGItT(pcf): NA OVERALL PLACEMENT LOCATION: Panels at P-1 thru P-12 and P-56 to P-62 SAMPLE LOCATION: P-3 REPORT OF TESTS SLUMP (inches) 4.0 Concrete Compressive Cylinder 6" x 12" CYLINDER 1VLa2~M1 IM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 1 10/29/2004 7 6.00 28.26 132090 4670 Unbonded Cap 1 2 11/19/2004 28 6.00 28.26 161670 5720 Unbonded Cap 1 3 11/19/2004 28 6.00 28.26 167230 5910 Unbonded Cap Average 5820 1 4 Hold LI3/fTATIONS: 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 maaer provided by persons or conditions over which we have no con~-ol. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fi~ll without the written approval of Rone Engineers, Ltd. 01SS Page 1 of 6 n ineers 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 Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas ServJees: Report No.: 221324 Project No.: 049245 DateofService: 10/22/2004 Report Date: 11/23/2004 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 STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 except 9 1 2 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 10/22/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 4245aD1 BATCHTIME: 4:00am TEMPERATURE (F)-AIR 72 v CONCRETE: 83 F T~UCK NO: 931 TIC~T NO: 656512 AIR CONTENT (%): NA UNITWEIGHT (pcO: NA OVERALL PLACEMENT LOCATION: panels at P-1 thru P-12 and P-56 to P-62 SAMPLE LOCATION: P~6 REPORT OF TESTS MEASURED SLUMP (inches) 5.0 Concrete Compressive Cylinder 6" x 12" CYLLNDER M3XIMIJM COMI~RESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 2 1 10/29/2004 7 6.00 28.26 125880 4450 Unbonded Cap 2 2 11/19/2004 28 6.00 28.26 168690 5970 Unbonded Cap 2 3 11/19/2004 28 6.00 28.26 173950 6150 Unbonded Cap Average 6060 2 4 Hold 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. 31SS Page 2 of 6 ineers 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 Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport X1 & XII Coppell, Texas Services: Report No.: 221324 Project No.: 049245 Date of Service: 10/22/2004 Report Date: 11/23/2004 Obtain samples of flesh 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 STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 10/22/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 5:45am BATCHTIME: 5:10am TEMPERATURE (F)-AIR 72 F CONCRETE: 85 F TRUCKNO: 931 TICKETNO: 656522 AIR CONTENT (%): NA LrNITWEIGHT(pcf): NA OVERALL PLACEMENT LOCATION: Panels at P-1 thra P-12 and P-56 to P-62 SAMPLE LOCATION: P~9 REPORT OF TESTS MEASURED SLUMP (inches) 4.5 Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 3 1 10/29/2004 7 6.00 28.26 120430 4260 Unbonded Cap 3 2 11/19/2004 28 6.00 28.26 167220 5910 Unbonded Cap 3 3 11/19/2004 28 6.00 28.26 148290 5240 Unbonded Cap Average 5580 3 4 Hold Water added at site: 5 gallons LIMITATIONS: The test results presented hereto were prepared b~sed 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 wriiten approval of Rone Engineers, Ltd 3ISS Page 3 of 6 neers 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 Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas Report No.: 221324 Project No.: 049245 Date of Service: 10/22/2004 Report Date: 11/23/2004 Services: Obtain samples of f~esh 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 STRENGTH: SLETMp (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLAdNT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTMC-1231 ASTM C-39 except 9 1 2 MIX DESIGN I.D.: 9349 PLACEr, lENT DATE: 10/22/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 6:45am BATCHTIME: 6:03am TEMPERATURE (F) - AIR 72 g CONCRETE: 83 F TRUCK NO: 1883 TtCKET NO: 656532 AIR CON"rENT (%): NA UNIT WE1GHT (pcO: NA OVERALL PLACEMENT LOCATION: Panels at P-1 thra P-12 and P-56 to P-62 SAMPLE LOCATION: P-12 REPORT OF TESTS MEASURED SLUMP (inches) 5.0 Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 4 1 10/29/2004 7 6.00 28.26 117340 4150 Unbonded Cap 4 2 11/19/2004 28 6.00 28.26 158460 5600 Unbonded Cap 4 3 11/19/2004 28 6.00 28.26 146830 5190 Unbonded Cap Average 5400 4 4 Hold Water added at site: 10 gallons 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 wri~en approval of Rone Engineers, Ltd. )ISS Page 4 of 6 ineers 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 Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport X1 & XI1 Coppell, Texas Services: Report No.: 221324 Project No.: 049245 Date of Service: 10/22/2004 Report Date: 11/23/2004 Obtain samples of flesh 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 STRENGTH: S LU31P (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum NA ASTM C- 172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTM C-1231 ASTM C-39 except 9 I 2 MEASURED MIX DESIGN I.D.: 9349 SLUM~ PLACEMENT DATE: 10/22/2004 (inches) WEATHER CONDITIONS: Clear 5.25 TIME SAMPLED: 8:00am BATCH TIME: 7: ] 8am TEMPERATURE (F) - Am 72 F CONCRETE: 83 F TRUCKNO: 0 TICKET NO: 656542 AIRCONTENT(%): NA UNITWE1GHT(pc0: NA OVERALL PLACEMENT LOCATION: Panels al P-I thra P-12 and P-56 to P-62 SAMPLE LOCATION: P-59 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 5 1 10/29/2004 7 6.00 28.26 110940 3920 Unbonded Cap 5 2 11/19/2004 28 6.00 28.26 143000 5060 Unbonded Cap 5 3 11/19/2004 28 6.00 28.26 142430 5040 Unbonded Cap Average 5050 5 4 Hold Water added at site: 10 gallons LLMITATIONS: 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 an>, other feature of similar subject mailer 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 fidl without the wrillen approval of Rone Engineers, Ltd. 01SS Page 5 of 6 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214l 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XI1 Coppell, Texas Report No.: 221324 Project No.: 049245 Date of Service: 10/22/2004 Report Date: 11/23/2004 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 MEASURED STRENGTH: SLUMP (in): AIR (%): TEST I~LETHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 ex~ptgl2 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 10/22/2004 WEATHER CONDITIONS: Cleat TIME SAMPLED: 8:45am BATCH TIME: 8:07am TEMPERATURE (Fl- AIR 75 F CONCRETE: 86 F TRUC~:NO: 1815 TICKET NO: 656551 A1R CONTENT (%): NA UNITWEIGHT(pcf): NA OVERALL PLACEMENT LOCATION: Panels at P-I thru P-12 and P-56 lo P-62 SAMPLE LOCATION: P-62 REPORT OF TESTS SLUMP (inches) 5.5 Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE SET NO. TESTED 6 1 10/29/2004 6 2 11/19/2004 6 3 11/19/2004 AGE DIAMETER AREA (days) (inches) (sq.in.) 7 6.00 28.26 28 6.00 28.26 28 6.00 28.26 MAXIMUM COMPRESSIVE LOAD STRENGTH (lbs. force) (psi) 113310 4010 155310 5490 141940 5020 Average 5260 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap 6 4 Hold Water added at site: Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services, LP ( 1 ) ExtruDer (1) City of Coppell (1) CIE,' of Coppell 5 gallons Started: 2:15am Finished: 9:30am CMT Operations Manager LIMITATIONS: The test results presented herein were prepared based upon the specific smnples 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 RoDe Engineers, Ltd. 01SS Page 6 of 6