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Freeport NIP(8.0)-LR041029ineers 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 Report No.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 Project: Freeport XI & XII Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive sh'ength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 PROJECT DATA MI~ DES1GN LD.: 9349 PLACEMENT DATE: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 4:30am BATCH TIME: 3:55alYl TEMPERATURE (F) - AIR 75 F CONCRETE: 83 F T~UCKNO: 931 T~CRET NO: 701026 AIR CONTENT (%): NA UN1T WEIGHT (pet'): NA OVERALL pLACEMENT LOCATION: Slab at gridlines g to 15 a~ A-D MEASURED SLUMP (inches) 5.0 SAMPLE LOCATION: 14.8 at A.2 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARRED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (Ib~ force) (psi) TYPE 1 1 10/07/2004 7 6.00 28.26 152350 5390 Unbonded Cap 1 2 10/28/2004 28 6.00 28.26 170910 6040 Unbonded Cap 1 3 10/28/2004 28 6.00 28.26 168680 5970 Unbonded Cap Average 6010 I 4 Hold Water added at site: t0 gallons LIMITATIONS: The test results presengd 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 m~er provided by persons or conditions over which we have no cona'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 of Rone Engineers, Ltd. 01SS Page 1 of 7 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.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 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 METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star eLiCiT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX RESiG~ I.D.: 9349 PLACEMENT DATE: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 5:30am BATCHTIME: 4:39am TEMPERATURE (F)- AIR 76 F CONCRETE: 84 F TRucK so: 1815 ~CKEX ~O: 701036 AIR CONTENT (%): NA trm~WtlCh~r(pc0: NA OVERALL PLACEMENT LOCATION: Slab at gridlines 8 to 15 at A-D SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cyl nder 6 x I 13.6 at A3 SLUIVlP (inche~) 5.5 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRA~ SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 2 1 10/07/2004 7 6.00 28.26 154510 5460 Unbonded Cap 2 2 10/28/2004 28 6.00 28.26 167960 5940 Unbonded Cap 2 3 10/28/2004 28 6.00 28.26 173480 6140 Unbonded Cap Average 6040 2 4 Hold Water added at site: 5 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 cood0Jons over which we have no conh'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 of Rone Engineers, Ltd. 01SS Page 2 of 7 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6500 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., Stp 360 Dallas TX 75254 Report No.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 Project: Freeport XI & XII 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. STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star pLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 PROJECT DATA MIX DESIGN I.D.: 9349 pLACEMENT DATE: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 6:lSam BATCHTIME: 5:35am TEMI'ERATURE (F)- AIR 76 F CONCRETE: 86 F TRUCKNO: 648 TIC~T NO: 701046 AIR cowr~nT (%): NA trmr WEIGHT (pc/): NA OVERALL PLACEMENT LOCATION: Slab at gridlines 8 to 15 at A-D MEASURED SLUMP 0aches) 5.75 SAMPLE LOCATION: REPORT OF TESTS · ' "x 12" Concrete Compressive Cyhnder 6 12.8 at B.6 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER ARF~ LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE 3 1 10/07/2004 7 6.00 28.26 133050 4710 Unbonded Cap 3 2 10/28/2004 28 6.00 28.26 148000 5230 Unbonded Cap 3 3 10/28/2004 28 6.00 28.26 150700 5330 Unbonded Cap Average 5280 3 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 rna'apr 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 Ronc Engineers, Ltd. 01SS Page 3 of 7 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 Report No.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 Project: Freeport XI & XII Coppell, Texas Services: Oblain samples of flesh concrete at the placement locations, perform required field testing east compressive sixeng:,th samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. STRENGTH: SLUM]' (ia): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: SouthelTl Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 PROJECT DATA MIX DESIGN I.D.: 9349 PLACEMENT DATE: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 7:lSam BATCHTIME: 6:25am TEMPERATURE (F)- AIR 77 F CONCRETE: 84 F TRUCK NO: 1827 TIC~ZT NO: 701056 AIR cowr~NT (%): NA vNrr WEIGHT (pcB: NA OVERALL pLACEMENT LOCATION: Slab at gridlines 8 to 15 at A-D MEASURED SLUMP (inches) 6.0 SAMPLE LOCATION: REPORT OF TESTS Concrete Compress've Cylinder 6' x 12" 11.9 at C.9 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 4 1 10/07/2004 7 6.00 28.26 131380 4650 Unbonded Cap 4 2 10/28/2004 28 6.00 28.26 156940 5550 Unbonded Cap 4 3 10/28/2004 28 6.00 28.26 153340 5420 Unbonded Cap Average 5490 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 ~ssume no responsibility for variation in quality (composition, appearance, performance, eta.) or any other feature of similar subject matter provided by persons or conditions over which we have no cenU'ol. Our leRers and reports are for the exclusive use of the clients to whom they are addressed and shall not be rapmduced except in ~11 without the writlen approval of Rone Engineers, Ltd. 01SS Page 4 of 7 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, S{e. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Duke Realty Services, LP Mr. Brian Straley 5495 Bolt Line Rd., Ste 360 Dallas TX 75254 Report No.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 Project: Freeport XI & XII Coppell, Texas Services: 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 STRENGTH: SLUMP (in): AIR (%): TEST METHOD: ¢ONT~.nCTOm Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" 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: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:00am BATCHTIME: 7:30am TEMPERATURE (F) - AIR 77 F CONCRETE: 81 F TaVOCNO: 1824 TlCFa~T NO: 701066 AIR CONTENT (%): NA traIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Slab at gridlines 8 to 15 at A-D MEASURED SLUMP (inches) 5.25 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 10.7 at B.2 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE 5 1 10/07/2004 7 6.00 28.26 131010 4630 Unbonded Cap 5 2 10/28/2004 28 6.00 28.26 164890 5830 Unbonded Cap 5 3 10/28/2004 28 6.00 28.26 150100 5310 Unbonded Cap Average 5570 5 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 repmdaced except in full without the written approval of RoDe Engineers, Ltd. 01SS Page 5 of 7 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.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 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 METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southetll Star Pt.~r: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 6" 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 FLACE~NT OATE: 09/30/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 8:40am BATCHTIME: 7:30am TEMI~ERATURE (F) - AIR 77 F CONCRETE: 83 F TRUCK NO: 1020 TICKET NO: 701076 nm cowr~r (%): NA mT WEIGHT (pc0: NA OVERALL pLACEMENT LOCATION: Slab at gfidlines 8 to 15 at A-D SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 10.2 at C.6 SLUMP (inches) 5.0 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 6 1 10/07/2004 7 6.00 28.26 132030 4670 Unbonded Cap 6 2 10/28/2004 28 6.00 28.26 162280 5740 Unbonded Cap 6 3 10/28/2004 28 6.00 28.26 154170 5450 Unbonded Cap Average 5600 6 4 Hold Water added at site: 5 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 written approval of Rone Engineers, Ltd. 01SS Page 6 of 7 Jneers 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 Report No.: 219720 Project No.: 049245 Date of Service: 09/30/2004 Report Date: 10/29/2004 Project: Freeport XI & XII Coppell, Texas .... strength samples and bring Services: Obtain samples of fresh concrete at the placement locaUons, perform reqmred field testing, cast compressive samples back to the laboratory for curing and testing in accordance with applicable standards. STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONT~nCTOm Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 6" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 PROJECT DATA Mr~ DESIGN I.O.: 9349 PLACEMENT DATE: 09/30/2004 WEATHER CONDITIONS: Surely TIME SAMPLED: 9:30am BATCH TIME: 9:00am TEMPERATURE (F} - AIR 74 F CONCRETE: 82 F TRUCK NO: 1815 TICKET NO: 701084 AIR CONTENT (%): NA tr~TW~lO~rr(pc0: NA OVERALL PLACEMENT LOCATION: Slab at gridlincs 8 W 15 at A-D MEASURED SLUMP (inches) 4.75 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 9.4 at A.2 CYLINDER MARKED DATE AGE DIAMETER SET NO. TESTED (days) (inch.) 7 1 10/07/2004 7 6.00 7 2 10/28/2004 28 6.00 7 3 10/28/2004 28 6.00 MAXIMUM COMPRESSIVE AREA LOAD STRENGTH FRACTURE (sq.in.) (lbs. force) (psi) TYPE 28.26 117620 4160 UnbondedCap 28.26 152750 5400 Unbonded Cap 28.26 134810 4770 Unbonded Cap Average 5090 7 4 Ilold Water added at site: Technician: Scott Mitchell Report Distribution: (I) Duke Realty Services, LP ( 1 ) Extmnet (1) City of Coppell (1) City of Coppell 5 gallons Started: 3:00am Finished: 1 l:00am K. Scott Watson ~ET 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 quality (composition, appearance, performance, etc.) or any other feature of similar sub. je. ct..ma ~tt~. pmvid .ed by. persons .o r = .c~.n d !t.i~o~n.s.. o.~ve_r_w~h~i c_.h ~w..e..h~;~lnoOf ~onnt ~oe ~nO~U~ ~.t~ d 01SS Page 7 of 7