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Freeport NIP(8.1)-LR060424lone Engineering r:7 Client: Duke Construction LP Mr Bruce Barclay 5495 Belt Line Rd Ste 360 Dallas TX 75254 CONCRETE COMPRESSIVE STRENGTH TEST Project: Freeport XIV XV 800 700 W Bethel Road Coppell, Texas 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 PROJECT DATA MIX DESIGN I..D.: 946 PLACEMENI DATE: 03/23/2006 WEATHER CONDITIONS: Clear TTIvTE SAMPLED: 2.30am BATCH TIME: NA TEMPERATURE (F) AIR 40 F CONCRETE: 65 F TIC1cEr No: 164812 UNIT WEIGHT (pct): NA CONTRACTOR: Duke Construction, LP CONCRETE SUPPLIER: Redi Mix PLANT 1 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 4` 6" AIR( 3 -5% TEST METHOD: CYLINDER MARIOED SET NO. 1 2 04/20/2006 2 8 1 3 04/20/2006 28 Hold 1 4 ASTM C -172 ASTM C-31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 DAIE AGE TESTED (days) u cr pt 9 1 2 Water added at site 5 gallons REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" DIAMETER (inches) 1 1 03/30/2006 7 6 00 6 00 600 TRUCK NO: 277 AIR CONTENT 4 0 OVERALL PLACEMENT LOCATION: Paving, north parking lot MAXIMUM AREA LOAD (sq.in.) (Ibs. for cc) 28.26 99960 2826 143260 28.26 140590 Average 8908 Ambassador Row, Dallas, TX. 75247 2696 Gravel Drive, Fort Worth, IX 76113 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No.: Date of Service: Report Date: SAMPLE LOCATION: 10' east, I' south from northwest comer of paving COMPRESSIVE ST RENG TH (Psi) 253050 0510795 03/23/2006 04/24/2006 3530 5070 4970 5020 MEASURED SL.UNIP (inches) 5.5 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, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our fetters 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 Engineering Services, Ltd oiSS Page 1 of 3 Client. Duke Construction LP Mr Bruce Barclay 5495 Belt Line Rd Ste 360 Dallas TX 75254 CONCRETE COMPRESSIVE STRENGTH TEST Project: Freeport XIV XV 800 700 W Bethel Road Coppell, Texas 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 Construction, LP CONCRETE SUPPLIER: Redi Mix PLANT SPECIFICATION REQUIREMENTS STRENGTH. SLUMP (in): AIR TEST METHOD: 2 4 Hold 4000 psi 28 Days 4" 6" 3 ASTM C -172 ASTM 0 -31 ASTM C-143 ASTM 0-.231 ASTM C -1064 ASTM C -1231 ASTM C -39 except 9 1 2 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CI'LINDER MAE.KED DATE AGE DIAMETER AREA SET NO. TESTED (days) (inches) (sq.in.) 2 1 03/30/2006 7 6 00 28.26 2 2 04/20/2006 28 6 00 28 26 2 3 04/20/2006 28 6 00 28 26 PROTECT DATA MIX DESIGN ID 946 PLACEMENI DATE: 03/23/2006 WEATHER CONDITIONS: Clear TIME SAMPLED: 5 20am I3ArdH TIME: NA TEMPERATURE (F) AIR 42 F CONCRETE: 65 F TRUCK NO: 305 TICKET NO: 164822 AIR CONTENT 4 0 UNIT WEIGHT (pct): NA OVERALL PLACEMENT LOCATION: Paving, north parking lot SAMPLE LOCATION: 240' east, 2' south from northwest corner of paving MAXIMUM LOAD (Ibs. force) 93970 I41860 139880 Average 8908 Ambassador Row, Dallas, IX 75247 2696 Gravel Drive, Fort Worth, TX 76118 7701 W Little York, Ste 600, Houston, IX 77010 Corporate Phone: (214) 630 -97 Report No.: Project No.: Date of Service: Report Date: CONTYRESSIVE STRENG IH (psi) 253050 0510795 03/23/2006 04/24/2006 3320 5020 4950 4990 MEASURED SLUMP (inches) 40 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIIvMITATIONS. 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, 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 Engineering Services, Ltd 01SS Page2of3 Client: Duke Construction LP Mr Bruce Barclay 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XIV XV 800 700 W Bethel Road Coppell, Texas 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 Construction, LP CONCRETE SUPPLIER: Redi Mix PLANT: 1 SPECIFICATION REQUIREMENTS STRENGTH SLUMP (in): AIR TEST METHOD: 3 4 Hold Water added at site: 20 gallons Technician: Timmy Hall Report Distribution: (I) Duke Construction LP (1) Extranet (1) Pond, Robinson Associates 4000 psi 28 Days 4 11 6 11 3 -5% ASTM C -172 ASTM 0 -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 except 9 1.2 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN I.D 946 PLACEMENT DATE: 03/23/2006 WEATHER CONDITIONS: Clear TIME SAMPLED: 7'00am BATCH TIME: NA IEMPERATURE(F) AIR 50 F CONCRETE: 60 F TRUCIC NO: 306 IICICET NO: 164838 AIR CONTENT 3 6 UNIT WEIGHT (pet): NA OVERALL PLACEMENT LOCATION: Paving, north parking lot SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE DIAMETER AREA SET NO. TESTED (days) (inches) (sq.in.) 3 1 03/30/2006 7 6 00 28 26 3 2 04/20/2006 28 6 00 28.26 3 3 04/20/2006 28 6 00 28.26 Started: 2.30am MAXIMUM LOAD (lbs. force) 91050 140860 134740 Average Finished: 10 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No.. Date of Service: Report Date: 425' east, 2' north from southwest corner of paving COMPRESSIVE STRENGTH (psi) 3220 4980 4760 4870 253050 0510795 03/23t2006 04/24/2006 K. Scott Watson, AET CMT Operations Manager MEASURED SLUMP (inches) 6A0 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS' The tcst results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, 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 foil without the written approval of Ronc Engineering Services, Ltd )1SS Page of