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Freeport NIP(8.1)-LR060420r Iona Engineering 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 CONTRACT OR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: SLUMP (in): AIR TEST METHOD: CYLINDER MARKED SET NO. 1 1 1 1 1 4 Hold Duke Construction, LP Redi Mix 1 4000 psi 28 Days 4" 6" 3% 5% ASIM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASIM C -39 except 9 12 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" DATE AGE DIAMETER AREA IESTED (days) (inches) (sq.in) 03/17/2006 7 6 00 28 26 2 04/07/2006 28 6 00 28.26 3 04/07/2006 28 6 00 28.26 Water added at site: 10 gallons 8908 Ambassador Row, Dallas, IX 75247 2696 Gravel Drive, Port Worth, IX 76118 7701 W Little York, Ste 600, ITouston, TX 77040 Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN 1.D.: 946 PLACEMENT DAIE: 03/10/2006 WEATHER CONDITIONS: Ci TIME SAMPLED: 3:05am TEMPERATURE (P) AIR 50 TRUCK NO: 143 AIR CONTENT 3 4 OVERALL PLACEMEN LOCATION: Paving south side of Building 14 MAXIMUM LOAD (1bs. force) 108100 157990 154760 Average Report No.: Project No.: Date of Service: Report Date: ear COMPRESSIVE STRENGTH (Psi) 252402 0510795 03/10/2006 04/20/2006 BATCH TIME: NA F CONCRETE: 65 T TICKET NO: 164012 UNIT WEIGHT (pct): NA SAMPLE LOCATION: 10' east, 8' south from northwest corner of paving 3820 5590 5470 5530 MEASURED SLUMP (inches) 40 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap LrMirATIONS: 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 arc 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, Lad OISS Page I of 5 CONTRACTOR: CONCREIE SUPPLIER: PLANT: CYLINDER MARRED SET NO En tip; dneer ng 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 Duke Construction, LP Redi Mix 1 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 4" 6" AIR 3% 5% TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 2 4 Hold uupi 912 Water added at site. 10 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" DAIE AGE DIAMETER AREA TESTED (days) (inches) (sq.in.) 2 1 03/17/2006 7 6 00 28.26 2 2 04/07/2006 28 6 00 28.26 2 3 04/07/2006 28 6 00 28.26 OVERALL PLACEMENT LOCATION: Paving south side of Building 14 MAXIMUM LOAD (lbs. force) 111560 164740 156330 Average 8905 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, IX 76118 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630-9745 Report No.: Project No.: Date of Service: Report Date: 252402 0510795 03/10/2006 04/20/2006 MIX DESIGN 1..D.. 946 PLACEMENT DATE: 03/10/2006 WEATHER CONDITIONS: Clear TIME SAMPLED: 4:00am BATCH TIME: NA TEMPERATURE (F) AIR 50 F CONCRETE: 65 F TRUCK NO: 204 TICKET NO: 164019 AIR CONTENT 3 6 UNIT WEIGHT (pcf): NA 110' east, 7' south from northwest corner of paving COMPRESSIVE STRENGTH (Psi) 3950 5830 5530 5680 MEASURED SLUMP (inches) 50 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 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 OISS Page 2 of 5 tone Engineering 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 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi 28 Days SLUMP (in): 4" 6" AIR 3% 5% TEST METHOD: ASTM C -172 ASTM C -31 CYLINDER ?ARICED NO, 3 1 3 2 3 3 3 4 Hold ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 except 9 1 2 Water added at site 15 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" DATE AGE DIAMETER AREA TESTED (days) (inches) (sq.in.) 03/17/2006 7 6 00 28.26 04/07/2006 28 6 00 28.26 04/07/2006 28 6 00 28.26 MAXIMUM LOAD (lbs. force) 107950 146810 147340 Average 8908 Ambassador Row, Dallas, Tai 75247 2696 Gravel Drive, Fort Worth, TX 7611.8 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No.: Date of Service: Report Date: COMPRESSIVE STRENGTH (Psi) 3820 5190 5210 5200 252402 0510795 03/10/2006 04/20/2006 MIX DESIGN I..D,: 946 PLACEMENT DATE: 03/10/2006 WEATITER CONDITIONS: Clear TIME SAMPLED: 4.30am BATCH ITME. NA TEMPERA rURE (F) -AIR 55 F coNCRE TE: 65 F TRUCK NO: 233 TICKET NO: 164026 AIR CONTENI 4.2 UNIT WEIGIIT (pct): NA OVERALL PLACEMENr LOCATION: Paving south side of Building 14 SAMPLE LOCATION: 200' east, 10' south from northwest corner of paving MEASURED SLUMP (inches) 55 FRACT URE 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 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 15S Page 3 of 5 aF� Engineering I, Client: Duke Construction LP Mr Bruce Barclay 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Services: 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 MARKED SET NO. 4 1 4 4 Hold `y faJ�v•�Is�1 Freeport XIV XV 800 700 W Bethel Road Coppell, Texas 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 -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 except 9 1 2 DATE AGE DIAMETER AREA TESTED (days) (inches) (sq..in.) 03/17/2006 7 6 00 28.26 4 2 04/07/2006 28 6 00 28.26 4 3 04/07/2006 28 6 00 28 26 Water added at site. 10 gallons CONCRETE COMPRESSIVE STRENGTH TEST PROJECT DATA MIX DESIGN I.D 946 PLACEMENT DATE: 03/10/2006 VVEATILER CONDITIONS: Clear TIME SAMPLED: 6600am BATCH TIME: NA 70 TEMPERATURE (F) AIR 56 F r RUCK NO: 247 AIR CONTENT 4 2 OVERALL PLACEMENT LOCATION: Paving south side of Building 14 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" MAXIMUM LOAD (Ibs.. force) 106060 141940 147450 Average 8908 Ambassador Row, Dallas, IX 75247 2696 Gravel Drive, Fort Worth, TX 76118 7701 W Little York, Ste 600, IIouston, TX 77040 Corporate Phone: (214) 630 -9745 Report No.: Project No. Date of Service: Report Date: CONCRETE: 252402 0510795 03/10/2006 04/20/2006 TICKET NO: 164039 UNIT WEIGHT (pcf): NA 110' west, 8' south from northeast comer of paving COMPRESSIVE STRENGTH (Psi) 3750 5020 5210 5120 F MEASURED SLUMP (inches) 50 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 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 11ISS Page 4 of 5 e Engineering CONCRETE COMPRESSIVE STRENGTH TEST 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: 4000 psi 28 Days SLUMP (in): 4" 6" AIR 3% 5% TEST METHOD: ASTM C -172 ASTM C -31 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 ASTM C -39 cusp' 9 1 2 CYLINDER MARICED DATE AGE DIAMETER AREA SET NO TESTED (days) (inches) (sq.in.) 5 1 03/17/2006 7 6 00 28.26 5 2 04/07/2006 28 6 00 28 26 5 3 04/07/2006 28 6 00 28.26 5 4 Hold Water added at site. 10 gallons PROJECT DATA MIX DESIGN I.D.: 946 PLACEMENT DATE. 03/10/2006 WEATHER CONDITIONS: Clear r!ME SAMPLED• 10' 1 Sam BATCH TIME: NA TEMPERATURE (F) -AIR 65 F CONCRETE: 72 F TRUCK NO: 126 TICKET NO: 164086 AIR CONTENI 4 0 OVERALL PLACEMENT LOCATION: Paving south side of Building 14 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" Technician: Jimmy Hall Started. 1,30am Finished: 11 00am Report Distribution: (I) Duke Construction LP (I) Extranet (1) Pond, Robinson Associates SAMPLE LOCATION: 5' west, 10' south from northeast corner of paving MAXIMUM LOAD (lbs. force) 99180 134410 134030 Average 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 7701 W Little York, Ste 600, IHouston, TX 77040 Corporate Phone: (214) 630-9745 Report No.: Project No.: Date of Service: Report Date: UNIT WEIGHT (pct): NA COMPRESSIVE STRENGTH (psi) 3510 4750 4740 4750 252402 0510795 03/10/2006 04/20/2006 K. Scott Watson, AET CMT Operations Manager MEASURED SLUMP (inches) 40 FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap !.IMITATIONS: 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 1155 Page 5 of 5