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Freeport NIP(8.0)-LR050127ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 6~0-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Project: Services: Report No.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 Duke Realty Services, LP Mr. Brian Stmley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Freeport XI & XII/ 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. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southerll Star PLANT: 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 5" maximum 3% - 6% 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.: 7750 MEASURED SLUMP PLACEM, ENT DATE: 01/19/2005 (fuch~s) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 3:30am BATCHTIME: 3:10am TEMPERATURE (F) - AIR 40 F CONCRETE: 51 F TRUCK NO: 8 TICKET NO: 763692 Am com'~Nr (%12 4.4 UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving, east parking lot and fire lanes, Building 12, east half of noRh parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 60' south of northeaat comer, 20' east of east wall CYLINDER // MAXIMUM COMPRESSIVE MARKED DATE AA ,// ~METER AREA LOAD STRENGTH ~ FRACTURE SET NO. TESTED ~ (inches) (sq.in.) (lbs. force) ~(Ps~"/ / TYPE 1 1 01/26/2005 k,~_,~2._99 28.17 97140 ~/ Unbonded Cap 1 2 02/16/2005 28 0.00 0.00 ~ Unbonded Cap 1 3 02/16/2005 28 0.00 0.00 Unbonded Cap 1 4 Hold Water added at site: 5 gallons LIMITATIONS: The test results presented herein were prepa~ based upon the specific samples provided for testing. We a~sume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feat~e of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports am for the exclusive use of the clients to whom they a~ addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01SS Page 1 of 10 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 Corporato Phone: (214)630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 Services: Obtain samples of bosh concrete at the placement locations, perform required field testing, east compressive s~'ength samples end bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA STRENGTH: SLUMP 0u): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLAto': 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 5" maximum 3% - 6% ASTM C-172 ASTM C-31 ~ ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-123 ! ASTM C-39 MIX DESIGN LD.: 7750 SLUMY PLACEMENT DATE: 01/19/2005 (inches1 WEATHER CONDITIONS: Clear 4.5 TIME SAMPLED: 4:25am BATCHTIME: 4:00am TEMPERATURE (F) ~ AIR 41 F CONCRETE: 52 F TRUCKNO: NA TICKET NO: 763699 Am commNT (%1:4.5 tr~rr WEIGHT (pcf}: NA OVERALL PLACEMENT LOCATION: Paving, ¢~t parking lot and fire lanes, Building 12, east half of narth parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS 90' south of northeast comer, 30' east of oust wall Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRE~.~ FRACTURE SET NO. TESTED (days) (inchez) (sq.in.) (lbs. force) fpsi) TYPE 2 1 01/26/2005 7 5.99 28.17 97580 ~ 3460 Uubonded Cap 2 2 02/16/2005 28 0.00 0.00 ~ Unbonded Cap 2 3 02/16/2005 28 0.00 0.00 Unbonded Cap 2 4 Hold Water added at site: 5 gallons LIMrrATIONS: 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 Roue Engineers, Ltd. 01SS Page 2 of 10 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76115 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.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 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 cming 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 3000 psi ~ 28 Days 5" maximum 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MEASURED MIX DESIGN LD.: 7750 SLUMP PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 5:30am BATCH TIME: 5:09am TEMPERATURE (F) - AIR 42 F CONCRETE: 51 F TRVCK NO: 1815 TlC~T NO: 763709 AIR CONTENT (%): 4.5 UNIT WEIGHT (pcD: NA OVERALL PLACEMENT LOCATION: Paving, cast parking lot and fire lanes, Building 12, east half of north parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS 80' north of southeast comer, 25' east of east wall Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE DIAMETER SET NO. TESTED (days) (inches) MAXIMUM COMPRESSIVE AREA LOAD STRENGTH FRACTURE (sq.in.) (lbs. force) (psi) TYPE 3 1 01/26/2005 7 5.99 28.17 3 2 02/16/2005 28 0.00 0.00 3 3 02/16/2005 28 0.00 0.00 3 4 Hold Water added at si~e: 5 gallons 95340 3380 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, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letlers and repons 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 3 of 10 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 Report No.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 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 STRENGTH: SLU1V~ (in): AIR (%): TEST METHOD: coNTRAcrom Duke Construction CONCRETE SUPPLIER: Southerll Star PLAWn 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 5" maximum 3% - 6% ASTM C-172 ASTM C-31 ASTM C- 143 ASTM C-231 ASTM C- 1064 ASTM C- 1231 ASTM C-39 MEASURED MIX DESIGN I.D.: 7750 SLU~4P PLACEMENT DATE: 01/19/2005 (thch~) WEATHER CONDITIONS: Cloar 5.0 TIME SAMPLED: 6:00am BATCHTIME: 5:30all1 TEMPERATURE (F) - AIR 60 F CONCRETE: 43 F TROCK NO: 923 TICY, ET NO: 763722 AIR CONTENT (%): 4.5 UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving, east parking lot and fire lanes, Building 12, east half of north parking lot and fire lanes, Building 12 SAMPLE LOCATION: See below REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED SET NO. MAXIMUM COMPRESSIVE DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 4 I 01/26/2005 4 2 02/16/2005 4 3 02/16/2005 4 4 Hold 7 5.99 28.17 97470 3460 Unbonded Cap 28 0.00 0.00 Unbonded Cap 28 0.00 0.00 Unbonded Cap Sample location: 10' south of north curb, east half of north parking lot, and 10' east of expansion joint at center of parking lot running north and south 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, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our Ic~ers and reports are for the exclusive use of the clients to whom they ~e addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. O1SS Page 4 of 10 Report No.: 226373 Project No.: 049245 Client: Duke Realty Services, LP Water added at site: 5 gallons LIMITATIONS: The test results presented hereto were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, ixxformance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no conlxol. Our lette~ 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. 0ISS Page 5 of 10 Client: 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.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 Obtain samples of fxesh 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 appIicable standards. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONT~.~CrOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 5" maximum 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN LD.: 7750 MEASURED SLUMP PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIMESAM~LED: 9:00am BATCHTIME: NA TEMPERATURE (FI - AIR 49 F CONCRETE: 53 F TaUCKNO: 923 TICm~T NO: 763730 AIR CONTENT (%): 4.6 tn~IX WEIGHT (pc/): NA OVERALL PLACEMENT LOCATION: Paving, east parking lot and fire lanes, Building 12, east half of north parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS Concre~te Compressive Cylinder 6" x 12" See below CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) Obs. force} (psi) TYPE 5 1 01/26/2005 7 5.99 28.17 93840 3330 Unbonded Cap 5 2 02/16/2005 28 0.00 0.00 Unbonded Cap 5 3 02/16/2005 28 0.00 0.00 Unbonded Cap 5 4 Hold Sample location: North parking lot, 35' south of north curb, 20' east of expansion joint at center of north parking lo~ running north and south. 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 10 Report No.: 226373 RoneEngineers Project No.: 049245 Client: Duke Realty Services, LP III Water added at site: 7 gallons LIMITATIONS: The test results presented herein wen: prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appoarm~ce, performance, etc.) or any other feature of similar subject mWaer provided by persons or conditio~ over which we have no contsol. Our letters and r~ports are for the exclusive use of the clients to whom they are addressed and shall not b~ reproduced except in full without the written approval of Rone Engineers, Ltd. 01SS Page 7 of 10 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.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 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 l~sting in accordance with applicable standards. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southerll Star l,l~rl': 27 SPECIFICATION REQUIREMENTS 3000 psi @ 28 Days 5" maxhnum 3% - 6% 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.: 7750 MEASURED SLUMP PLACEMENT DATE: 01/19/2005 W~Th~R CONDITIONS: Clear 4.5 TIMESAM~LED: 10:05am BATCHTIME: 9:48am TEMPERATURE (F)- AIR 55 F CONCRETE: 53 F TaUCK NO: 1827 TICKET NO: 763741 AIR CONTENT (%): 4.6 UNITWEIGHT(pc0: NA OVERALL PLACEMENT LOCATION: Paving, east parking lot and fire lanes, Building 12, east half of north parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS Conc~te Compressive Cylinder 6" x 12" See below CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE 6 1 01/26/2005 7 5.99 28.17 79920 2840 Unbonded Cap 6 2 02/16/2005 28 0.00 0.00 Unbonded Cap 6 3 02/16/2005 28 0.00 0.00 Unbonded Cap 6 4 Hold Sample location: North parking lot, east half, 60' north of south curb, 10' east of expansion joint at center of north parking lot running north and south. LIMITATIONS: The test results presented herein 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 mailer provided by persons or conditions over which we have no control. Our lettem 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 wriaen approval of Rone Engineers, Ltd. 01SS Page 8 of 10 Report No.: 226373 RoneEngineers Project No.: 049245 Client: Duke Realty Services, LP Water added at site: 20 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 cona'o[. 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. 01SS Page 9 of 10 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, gte. 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.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 01/27/2005 Services: 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. CONTRACTOR: Duke Conslruction CONCRETE SUPPLIER: Southerll Star PI. ANT: 27 SPECIFICATION REQUIREMENTS sx~,g~G~m: 3000 psi ~ 28 Days SLUMP (in): 5" maximum Am (%): 3% - 6% TF~T METHOD: ASTM C- 172 ASTM C-31 ,~ ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 PROJECT DATA MEASURED MIX DESIGN LD.: 7750 SLUM~ rLACEMra*r DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 12:10pm BATCHTIME: ll:41am TEMPERATURE (F) - AIR 59 F CONCRETE: 54 F tRUOCNO: 8003 TICKET NO: 384441 AIR CONTEWr (%): 4.6 ~rr WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving, east parking lot and fire lanes, Building 12, east half of north parking lot and fire lanes, Building 12 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" See below CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 7 1 01/26/2005 7 5.99 28.17 83640 2970 Unbonded Cap 7 2 02/16/2005 28 0.00 0.00 Unbonded Cap 7 3 02/16/2005 28 0.00 0.00 ~ Unbonded Cap 7 4 Hold Sample location: North parking lot, 75' north of south curb, 20'~f/~ expansion joint at center of parking lot running north and south T*chnician: Pat P~ks Sta~ed: 2:30m Finished: l:30pm R~ (0 E~ K. Sco~ Watson, ~T (1) Ci~ of Coppell C~ Operations M~er (1) Ci~ of Ceppell 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 maaer 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 a~ addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01SS Page 10 of 10