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Freeport NIP(8.0)-LR050221 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 0300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Duke Realty Services, LP Mr. Brian Sl~aley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 · Project: Freeport~XI & XII I '-c-oppell, I exms Services: Report No.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 02/21/2005 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 CONTRACTOR: Duke Construction CONCRETE SUPPLIER: SouthelTl Star PLANT: 27 SPECIFICATION REQUIREMENTS STHENGTH: 3000 psi ~ 28 Days SLtmr (in): 5" maximum Am('/.): 3% - 6% TEST METHOD: 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 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 3:30am BATCH TIME: 3: I 0am TEMPERATURE (F} - Am 40 F CONCRETE: 51 g TRUCKNO: 8 TICKET NO: 763692 AIRCONTENT(%): 4.4 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: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 1 01/26/2005 7 5.99 28.17 97140 3450 Unbonded Cap ~28/ 6.00 28.26 126820 4480 ~ UnbondedCap 1 2 02/16/2005 1 3 02/16/2005~r 6.00 28.26 130390 ~ Unbonded Cap Average 1 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 lei~ers 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. HSS Page I 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: 02/21/2005 Services: Obtain samples of fzesh 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 PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 4.5 TIME SAMPLED: 4:25am BATCHTIME: 4:00am TEMPERATURE (F) - AIR 41 F CONCRETE: 52 F TRUCK NO: NA TICKETNO: 763699 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: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 90' south of northeast comer, 30' east of east wall CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 2 1 01/26/2005 7 5.99 28.17 97580 3460 Unbonded Cap 2 2 02/16/2005 28 6.00 28.26 128160 4530 Unbonded Cap 2 3 02/16/2005 28 6.00 28.26 138960 4910 Unbonded Cap Average 4720 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 manet 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 f~ll without the written approval of Rone Engineers, Ltd. Page 2 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: 02/21/2005 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: SLUMP (in): AIR (%): TEST METHOD: CONTRnCTOR: 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 MEASURED MIX DESIGN I.D.: 7750 SLUMP PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 5:30am BATCHTIME: 5:09am TEMPERATURE (F} - AIR 42 F CONCmSTE: 51 V TRVCK NO: 1815 TIC~T NO: 763709 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: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 80' north of southeaat comer, 25' east of east wall CYLINDER MAXIMUM COMPRESSIVE MARleD DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 3 1 01/26/2005 7 5.99 28.17 95340 3380 Unbonded Cap 3 2 02/16/2005 28 6.00 28.26 126910 4490 Unbonded Cap 3 3 02/16/2005 28 6.00 28.26 123500 4370 Unbonded Cap Average 4430 3 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 qualily · (composition, appezrance, performance, etc.) or any other feature of similar subject mailer 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. }ISS Page 3 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: 02/21/2005 Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive s~ength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA STRENGTH: SLUMF (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southcrn Stay pl.~rr: 27 SPECllqCATION 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 SLUMP PI~.CEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 6:00am BATCH TIME: 5:30am TEMPERATURE (F) - AIR 60 F CONCRETE: 43 F TRUCKNO: 923 TICKETNO: 763722 AIR CONTENT (%): 4.5 UNIT WEIGHT (per): 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 MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 4 1 01/26/2005 7 5.99 28.17 97470 3460 Unbonded Cap 4 2 02/16/2005 28 6.00 28.26 130950 4630 Unbonded Cap 4 3 02/16/2005 28 6.00 28.26 136710 4830 Unbonded Cap Average 4730 4 4 Hold 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 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 ad~-essed and shall not be reproduced except in f~ll without the wfiiten approval of Rone Engineers, Ltd. 01SS Page 4 of I0 ~eport No.: 226373 RoneEngineers ?roject No.: 049245 Client: Duke Realty Services, LP 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 Icaers 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 5 of 10 Client: Duke Realty Services, LP Mr. Brian Sttaley 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: (214l 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: 226373 Project No.: 049245 Date of Service: 01/19/2005 Report Date: 02/21/2005 Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~'ength samples and bring samples back to the laborato~ for curing and testing in accordance with applicable standards. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southem 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 SLUME PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 5.0 TIME SAMPLED: 9:00am BATCH TIME: NA TEMPERATURE (F) - AIR 49 V CONCRETE: 53 F TRUCKNO: 923 TICKETNO: 763730 AIR CONTENT (%): 4.6 t~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 M3.RKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 5 1 01/26/2005 7 5.99 28.17 93840 3330 Unbonded Cap 5 2 02/16/2005 28 6.00 28.26 120170 4250 Unbonded Cap 5 3 02/16/2005 28 6.00 28.26 125450 4440 Unbonded Cap Average 4350 5 4 Hold Sample location: North parking lot, 35' south of north curb, 20' east of expansion joint at center of north parking lot 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 mimer 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 fi~lI without the written approval of Rone Engineers, Ltd. 01SS Page 6 of 10 Report No.: 226373 Project No.: 049245 Client: Duke Realty Services, LP Water added at site: 7 gallons LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m quality (composition, appearance, performance, ete.) or any other feature of similar subject mat*er 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 of Rone Engineers, Ltd. alSS Pa-e 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: 02/21/2005 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 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 I.D.: 7750 SLVM~ PLACEMENT DATE: 01/19/2005 (inches) WEATHER CONDITIONS: Clear 4.5 TIME SAMPLED: 10:05am BATCHTIME: 9:48am TEMPERATURE (F)- AIR 55 F CONCRETE: 53 F TRUCKNO: 1827 TICKETNO: 763741 AIR COWrENT (%): 4.6 UN1TWEIGHT(pc0: NA OVERALL PLACEMENT LOCATION: Paving, cant 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 MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (Ib~. force) (psi) TYPE 6 1 01/26/2005 7 5.99 28.17 79920 2840 Unbonded Cap 6 2 02/16/2005 28 6.00 28.26 104920 3710 Unbonded Cap 6 3 02/16/2005 28 6.00 28.26 108770 3850 Unbonded Cap Average 3780 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 bared upon the specific samples provided for testing. We arsume no responsibility for variation in quality (composigon, appearance, performance, etc.) or any other feature of similar subject maRer provided by persons or conditions over which we have no control. Our letters and repons are for the exclusive use of the clients to whom they are addressed and shall no! be reproduced except in full without the written approval of Rone Engineers, Ltd. 01SS Page 8 of 10 Report No.: 226373 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 ~ssume 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 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 Ron¢ Engineers. Ltd. OISS Page 9 of 10 Client: ineers Duke Realty Services, LP Mr. Brian S~aley 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: 02/21/2005 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 STRENGTH: SLUMI' (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 MIX DESIGN LO.: 7750 MEASURED SLUMP PLACEMENT DATE: 01/19/2005 (inches) W~ATtmR CO~ITIONS: Clear 5.0 TIMESAMELED: 12:10pm BATCHTIME: ll:41am TEMPERATURE (F) - AIR 59 F CONCRETE: 54 F TRVCIC NO: 8003 TICKET NO: 384441 Am CONTENT (%): 4.6 trmr WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving, ezst parking lot and fire lanes, Building 12, east half ofnarth 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 6.00 28.26 109220 3860 Unbonded Cap 7 3 02/16/2005 28 6.00 28.26 104240 3690 Unbonded Cap Average 3780 7 4 Hold Sample location: North parking lot, 75' north of south curb, 20' expansion joint at center of parking lot running north and south east of 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 mat~er provided by persons or conditions over which we have no control. Our leaers 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 wriaen approval of Rone Engineers, Ltd. IISS Page 10 of 10 Technician: Pat Parks Report Distribution: (1) Duke Realty Services, LP ( 1 ) Extranet (1) City of Coppell (1) City of Copp¢ll Started: 2:30am Finished: l:30pm CMT Operations Manager