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Freeport NIP(8.0)-LR050103 (2)Client: Project: Services: 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 Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 j Dallas TX 75254 / Freeport XI & XI~' Coppell, Texas/' Report No.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/03/2005 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 METHOD: CONTRACTOR: CONCRETE SUPPLIER: SoutheFll Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 3" - 5" 3% - 5% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 Duke Constructio]~Da MIX DESIGN I.D.: 7752 PLACEMENT OATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 5:00am BATCHTIME: 4:20am TEMPERATURE (F)- AIR 51 F CONCRETE: 60 F TRUCK NO: 1883 TICKET NO: 761930 AIRCONIENT(%): 4.2 UNIT WEIGHT (pcf): NA O¥3ERALL PLACEMENT LOCATION: Paving at north side of X11 and south side X1 SAMPLE LOCATION: REPORT OF TESTS 30' west, 4' north of the southeast comer SLUMP (inches) 5.5 Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTIt FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 1 12/28/2004 7 6.00 28.26 1 18880 4200 Unbonded Cap 1 2 01/18/2005 28 0.00 0.00 Unbonded Cap 1 3 01/18/2005 28 0.00 0.00 Unbonded Cap 1 4 Hold LllvlITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibiliiy for variation in quality (composition, appearance, performance, ere) or any other feature of similar subject maiter 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 wrinen approval of Rone Engineers, Ltd. ~ of 4 Client: ineers Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas 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.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/03/2005 Obtain samples of fi-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 MEASURED STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 3" - 5" 3% - 5% 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.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 6:30am BATCHT1ME: 5:35an2 TEMPERATURE (F) - AIR 5 1 F CONCRETE: 60 F TRVCKNO: 1020 TIC}tETNO: 761941 AIR CONTENT {%): 3.9 LrNIT WEIGHT (pci): NA OVERALL PLACEMEN"F LOCATION: Paving at north side of X11 and south side XI SAMPLE LOCATION: REPORT OF TESTS 200' west, 20' north of the southeast comer Concrete Compressive Cylinder 6" x 12" SLUMP (inches) 4.5 CYLENDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 2 1 12/28/2004 7 6.00 28.26 2 2 01/18/2005 28 0.00 0.00 2 3 01/18/2005 28 0.00 0.00 2 4 Hold 114250 4040 Unbonded Cap Water added at site: 5 gallons 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 simdar subject matter prowded 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 f~ll without the written approval of Rone Engineers, Ltd. Pace 2 of 4 Client: ineers Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas 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 Services: Report No.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/03/2005 Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive slrength 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 METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PL3dNT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 3" - 5" 3% - 5% 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.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 8:00alrl BATCHThME: 6:53am TEMPERATURE (F) - AIR 52 F CONCRETE: 61 F muc~ NO: 1020 TICKET NO: 761949 AIR CONTENT (%): 4.0 UNIT WEIGHT (peri: NA OVERALL PLACEMENT LOCATION: Paving at north side of X11 and south side X1 SLUMP (inches) 4.25 SAMPLE LOCATION: REPORT OF TESTS · ' 'x12' Concrete Compress ye C~I nder 6 75' west, 37' north of the southeast comer CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DL~METER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 3 1 12/28/2004 7 6.00 28.26 111450 3940 Unbonded Cap 3 2 01/18/2005 28 0.00 0.00 Unbonded Cap 3 3 01/18/2005 28 0.00 0.00 Unbonded Cap 3 4 Hold L!MITATIONS: The test results presented herein were prepared b~sed upon the specffic 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 arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. Paee 3 of 4 Client: ineers Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas 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 Services: Report No.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/03/2005 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 METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 3"- $" 3% - 5% 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.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 9:15am BATCHTIME: 8:26am TEMPERATURE (F) - AIR 54 F CONCRETE: 62 tRUCK NO: 931 TICKET NO: 761959 AIR CONTENT (%): 4.1 UNITWE1GHT(pcf): NA OVERALL PLACEMENT LOCATION: Paving at north side of X11 and south side X1 SAMPLE LOCATION: REPORT OF TESTS 13' west. 32' north of the southeast comer SLUMP (inches) 5.0 Concrete Compressive Cylinder 6" x 12" CYLINDER NLatRKED DATE AGE DIAMETER AREA SET NO. TESTED (days) (inches) (sq.in.) 4 1 12/28/2004 7 6.00 28.26 4 2 01/18/2005 28 0.00 4 3 01/18/2005 28 0.00 4 4 Hold Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services, LP (1) Extranet (1) City of Coppell (1) City of Coppell Started: 3:15am MAXIMUM COMPRESSIVE LOAD STRENGTH FRACTURE (lbs. force) (psi) TYPE 108210 3830 Unbonded Cap 0.00 Unbonded Cap 0.00 Unbonded Cap Finished: l:I5pm '~ ~( ~cott-Wa'i'son, 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 qualiiy (composition, appearance, performance, etc) or any other feature of simila~ subject matter 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 full without the written approval ofRone Engineem, Ltd.