Loading...
Freeport NIP(8.0)-LR041109Client: Project: Services: 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 Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Freeport XI & XII Coppell, Texas Report No.: 221699 Project No.: 049245 Date of Service: 10/28/2004 Report Date: 11/09/2004 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 STRENGTH: SLUMP(in): AIR(%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: 8outherll Star PLANT: 27 SPECIFICATION REQUIREMENTS 5000 psi ~ 28 Days 5" 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.: 9385 PLACEMENT DATE: 10/28/2004 WEATHER CONDITIONS: Cloudy TIME SAMPLED: 6:30am BATCHT1ME: 6:10am TEMPERATURE (F)- AIR 73 F CONCRETE: 86 F TaUCR NO: 823 TICKET NO: 656660 AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Panels Freeport Nd, 24 - 26, 31 - 33, 55, 57 - 62, screen wail 1 and 2 SAMPLE LOCATION: P-26 REPORT OF TESTS MEASURED SLUMP (inches) 4.0 Concrete Compressive Cylinder 6" x 12" C~%ENDER MAXIMUM COMPRESSIVE STRE FRACTURE MARKED DATE AGE DIAMETER AREA LOAD FRE~I~ SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) ~si) TYPE 1 1 ! 1/04/2004 7 6.00 28.26 144920 : 5120 Unbonded Cap ! 2 11/25/2004 28 0.00 0.00 ~ Unbonded Cap 1 3 11/25/2004 28 0.00 0.~ Unbonded Cap 1 4 Hold 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 leiters 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 1 of 3 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 Services: Report No.: 221699 Project No.: 049245 Date of Service: 10/28/2004 Report Date: 11/09/2004 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 PLANT: 27 SPECIFICAI1ON REQUIREMENTS 5000 psi ~ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C- 143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 M~X DESIGN I.O.: 9385 PLACEMENT DATE: 10/28/2004 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 8:15am BATCH TIME: 7:30am TEMPERATURE (F) - AIR 73 F CONCRETE: 88 F TRUC~: NO: 1827 TICKET NO: 656671 ALR CONTENT (%): NA UNITWEIGHT(pcf): NA OVERALL PLACEMENT LOCATION: Panels Freeport XI, 24 - 26, 31 - 33, 55, 57 - 62, screen wall 1 and 2 SAMPLE LOCATION: P-57 REPORT OF TESTS SLUMP (inches) 4.5 Concrete Compressive C> l nder 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) FRACTURE TYPE 2 1 11/01/2004 4 6.00 28.26 135150 4780 2 2 11/04/2004 7 6.00 28.26 14523O 5140 2 3 11/25/2004 28 0.00 0.00 2 4 11/25/2004 28 0.00 0.00 2 5 Hold Water added at site: 5 gallons Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap LIMZTATIONS: 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 leiters 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 writien approval of Rone Engineers, Ltd Pace 2 of 3 Ro gineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worlh, 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.: 221699 Project No.: 049245 Date of Service: 10/28/2004 Report Date: 11/09/2004 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 S]~ENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southeri1 Star PLANT: 27 SPECIFICATION REQUIREMENTS 5000 psi ~ 28 Days 5" 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.: 9385 PLACEMENT DATE: 10/28/2004 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: I0:30am BATCH TIME: NA TEMPERATURE (F)-A1R 73 F CONCRETE: 88 F TRUCK NO: 823 TICKET NO: 656682 A1R CONTENT (%): NA UNITWEIGHT(pcf): NA OVERALL PLACEMENT LOCATION: Panels Freeport Xl, 24 - 26, 31 - 33, 55, 57 - 62, screen wall 1 and 2 SAMPLE LOCATION: Screen wall 2 REPORT OF TESTS SLUMP (inches) 5.0 Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE SET NO. TESTED (days) MAXIMUM COMPRESSIVE DIAMETER AREA LOAD STRENGTH FRACTURE (inches) (sq.in.) (lbs. force) (psi) I~rPE 3 1 11/01/2004 4 3 2 11/04/2004 7 3 3 11/25/2004 28 3 4 11/25/2004 28 3 5 Hold Water added at site: 5 gallons 6.00 28.26 111870 3960 Unbonded Cap 6.00 28.26 132520 4690 Unbonded Cap 0.00 0.00 Unbonded Cap 0.00 0.00 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 maiter 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 3 of 3 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 Services: Report No.: 221970 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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 PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5" maximum 3% - 5% ASTM C- 172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 except 9 I 2 MIX DESIGN I.D.: 7723 PLACEME~rr DATE: 10/30/2004 WEATHER CONDITIONS: S Illlrly TINIESAMPLED: l:15pm BATCHTIME: 12:35pm TEMPERATURE (F)- AIR 60 F CONCRETE: 86 F TRUCK NO: 923 TICKET NO: 756282 AIRCONTENT(%): 6.1 UNITWEIGHT(pc~: NA OVERALL PLACEMENT LOCATION: Entry drive SAMPLE LOCATION: Same as above REPORT OF TESTS SLUMP (inches) 5.00 Concrete Compress ve Cyl nder 6 x ! CYLINDER MARKED DATE AGE SET NO. TESTED (days) MAXIMUM COMPRESSIVE DIAMETER AREA LOAD STRENGTH FRACTURE (inches) (sq.in.) (lbs. force) (psi) TYPE 1 1 11/06/2004 7 6.00 1 2 11/27/2004 28 0.00 1 3 11/27/2004 28 0.00 1 4 Hold See Report #221910 for technician time. Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services. LP ( 1 ) Extranet (1) City of Coppell (1) City of Coppell 28.26 107820 3810 Unbonded Cap 0.00 Unbonded Cap 0.00 Unbonded Cap Started: Finished: CMT Operations Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples pr°vialed f°r testing We assume no responsibility for variation in quality (composition, appearance, performance, et¢ ) 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 v~hom they are addressed and shall not be reproduced except in full without the wrirmn approval of Rone Engineers, Ltd. O1SS Page 1 ofl 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: Project: Services: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Freeport XI & XII ~ Coppell, Texas Report No.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to tbe laboratory for curing and testing in accordance with applicable standards. PROJECT DATA MEASURED CONTRACTOR: Duke Construction CONCRETE SL~'PLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 5" maximum Am(%): 3% - 5% TEST METHOD: ASTM C-172 ASTM C-31 .... p~2 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7752 SLUMP PLACEMENT DATE: 10/30/2004 (inches) WEAmER CONmTIONS: Partly cloudy 4.25 TIME SAMPLED: 7:45am BATCHTIME: 7:10am TEMPERATURE {F) - AIR 60 F CONCRETE: 78 F TRUCK NO: 1815 TICKET NO: 756237 Am CONTENT (%): 4.2 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving, west property line to Freeport Parkway, 65' x 680', reference point fire hydrant on west property line. Paving 90' northeast of hydrant SAMPLE LOCATION: REPORT OF TESTS · ' 6' x 12" Concrete Compressive Cyl nder 75' south at 670' east CYLINDER 1VLs~XIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 I 11/06/2004 7 6.00 28.26 103070 3640 Unbonded Cap 1 2 11/27/2004 28 0.00 0.00 Unbonded Cap 1 3 11/27/2004 28 0.00 0.00 Unbonded Cap 1 4 Hold 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 mailer provided by persons or conditions over which we have no control. Our leaers and repons are for the exclusive use of the clients to whom they are addressed mad shall not be reproduced except in full without the wriaen approval of Rone Engineers, Ltd 01SS Page 1 of 6 Client: ineers Duke Really 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.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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: Southerll Star PLANT: 27 SPECIFICATION REQUIREME~rs 4000 psi ~ 28 Days 5" maximum 3% - 5% 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.: 7752 SLUMP PLACEMENT DATE: 10/30/2004 (inches) WEATHER CONDITIONS: Partly cloudy 4.00 TIME SAMPLED: 8:30am BATCHTIME: 8:13am TEMPERATURE ITl - AIR 61 F CONCRETE: 80 F TRUCK NO: 93 1 TICKET NO: 756247 AIR CONTENT (%): 3.8 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving, west property line to Freeport parkway, 65' x 680', reference point fire hydrant on west property line. Paving 90' northeast of hydrant. SAMPLE LOCATION: 45' south at 575' east 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) (7 TYPE 2 1 11/06/2004 7 6.00 28.26 102910 ?3640 Unbonded Cap 2 2 11/27/2004 28 0.00 0.00 '-~-,-~ Unbonded Cap 2 3 11/27/2004 28 0.00 0.00 Unbonded Cap 2 4 Hold 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 similax 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 wriaen approval of Rone Engineers, Ltd 01SS Page 2 of 6 Rone ineers 8908 Ambassador Row, Dallas, TX '75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, ltouston, 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 Services: Report No.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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 PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum 3% - 5% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 REPORT MIXDESIGN I.D.: 7752 SLUMP PLACEMENT DATE: 10/30/2004 (inchesl WEATHER CONDITIONS: Partly cloudy 3.75 TIME SAMPLED: 9:30ali1 BATCHTIME: 9202am TEMPERATURE (F) - AIR 61 F CONCRETE: 80 F TRUCKNO: 931 TICKETNO: 756257 AIR CONTENT (%): 4.7 UNIIWEIGHT(pcO: NA OVERALL PLACEMENT LOCATION: Paving, west property line to Freepori Parkway, 65' x 680', reference point fire hydrant on west proper'o, line Paving 90' northeast of hydrant. SAMPLE LOCATION: 30' south at 420' east 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) (PT TYPE 3 1 11/06/2004 7 6.00 28.26 117740 ~4160 Unbonded Cap 3 2 11/27/2004 28 0.00 0.00 Unbonded Cap 3 3 11/27/2004 28 0.00 0.00 Unbonded Cap 3 4 Hold 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 3 of 6 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 Services: Report No.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 Ob~in 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: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: SouthelTl Star pLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum 3% - 5% ASTM C- 172 ASTM C-31 ASTM C-143 ASTM C-231 ASIM C-1064 ASTM C-1231 ASTM C-39 ex~ptgl2 REPORT MEASURED MIX DESIGN I.D.: 7752 SLUMe PLACEMENT DATE: 10/30/2004 (inches) WEATHER CONDITIONS: Mostly sunny 4.00 TIME SAMPLED: 10:45am BATCH TIME: NA TEMPERATURE (F) - AIR 60 F CONCRETE: 81 F TRUCK NO: 1097 TICKET NO: 756266 AIR CONTENT (%): 4.7 UNIT WE1GHT (pet): NA OVERALL PLACEMENT LOCATION: Paving, west properW line to Freeport Parkway, 65' x 680'. reference point fire hydrant on west property line. Paving 90' northeast of hydrant. SAMPLE LOCATION: 10' south at 360' east OF TESTS Concrete Compressive Cylinder 6" x 12" C~i~L1NDER MA.XIMUM MARKED DATE AGE DIAMETER AREA LOAD SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) 4 1 11/06/2004 7 6.00 28.26 101090 4 2 11/27/2004 28 0.00 0.00 4 3 11/27/2004 28 0.00 0.00 4 4 Hold COMPRESSIVE STRENGTH 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 responsibiliiy 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 le~ers and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in flail without the ,sTitten approval of Rone Engineers, Ltd. 01SS Page 4 of 6 RoneEngineers 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 Services: Report No.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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 PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum 3% - 5% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 except 9 12 MIX DESIGN I.D.: 7752 SLUMP PLACEMENT DATE: 10/30/2004 (inches) WEATHER CONDITIONS: Sunny 3.75 TIME SAMPLED: 1 l;30am BATCH TIME: 10:45ali1 TEMPERATURE (F) - AIR 60 F CONCRETE: 83 F TRUCKNO: 923 T1CKETNO: 756273 AIR CONTENT (%): 4.4 UNITWEIGHT(pc0: NA OVERALL PLACEMENT LOCATION: Paving, west property line to Freeport Parkway, 65' x 680', reference point fire hydrant on west property line. Paving 90' northeast of hydrant. SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 25' south at 265' east CYLINDER NLa~kIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) ~i) TYPE 5 1 11/06/2004 7 6.00 28.26 99540 ~3520 Unbonded Cap 5 2 11/27/2004 28 0.00 0.00 Unbonded Cap 5 3 11/27/2004 28 0.00 0.00 Unbonded Cap 5 4 Hold 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 leRers and reports are for the exclusive use of the client~ 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 6 ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, ltouston, 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.: 221911 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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. PROJECT DATA MEASURED STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" maximum 3% - 5% 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.: 7752 SLUMP PLACEMENT DATE: 10/30/2004 (inches) WEATHER CONDITIONS: Sunny 5.00 TIME SAMPLED: 12:00pm BATCHTINIE: NA TEMPERATURE (F) - AIR 6 ] F CONCRETE: 86 F TRUCKNO: 8 TICKETNO: 756279 AIR CONTENT (%): 4.4 UNIT WEIGHT (pcl): NA OVERALL PLACEMENT LOCATION: Paving, west properW line to Freeport Parkway, 65' x 680', reference point fire by,ant on west property line Paving 90' northeast of hydrant. SAMPLE LOCATION: 5' south at 110' east REPORT OF TESTS · ' ' x 12" Concrete Compress ve C'yl rider 6 CYLINDER MARK]ED DATE AGE DIAMETER SET NO. TESTED (days) (inches) 6 1 11/06/2004 7 6.00 6 2 11/27/2004 28 0.00 6 3 11/27/2004 28 0.00 6 4 Hold See Report #221910 for technician time. Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services, LP (1) Extranet (1) City of Coppell (1) City of Coppall MAXIMUM COMPRESSIVE AREA LOAD STRENGTH FRACTURE (sq.in.) (lbs. force) t (psi) TYPE 28.26 109130 k, 3860 Unbonded Cap 0.00 Unbonded Cap 0.00 Unbonded Cap Started: Finished: Scott Watson, AET CMT Operations Manager LIMATATIONS: 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 6 RoneEn gineers 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.: 221910 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 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. STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star pLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi @ 28 Days 5" maximum NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTM C-1231 ASTM C-39 ex.pt912 PROJECT DATA MIX DESIGN I.D.: 9349 PLACEME~' DATE: 10/30/2004 WEATHER CONDITIONS: Partly cloudy T1MESAMPLED: 4:30am BATCHTIME: 4:10am TEMPERATURE (F) - AIR 61 F CONCRETE: 72 TRUCKNO: 923 TICKETNO: 756214 AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Panels #3 - #11 MEASURED SLUMP (inches) 4.50 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" Panel #5 MAXIMUM COMPRESSIVE CYLINDER .MARKED DATE AGE DIAMETER AREA LOAD STRENGTH SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) ~i) 1 1 11/06/2004 7 6.00 28.26 139050 ~9_20 FRACTURE TYPE Unbonded Cap 1 2 11/27/2004 28 0.00 0.00 Unbonded Cap 1 3 11/27/2004 28 0.00 0.00 Unbonded Cap l 4 Hold LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiliW 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 reporis 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. 01SS Page I of 2 RoneEn gineers 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.: 221910 Project No.: 049245 Date of Service: 10/30/2004 Report Date: 11/09/2004 Project: FreeportX1 &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. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: SouthelTl Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 5" 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: 10/30/2004 WEATHER CONDITIONS: Partly cloudy TIME SAMPLED: 5:45altl BATCH TIME: 5: ] 5 arfl TEMPERAT~rRE (F) - AIR 61 F CONCRETE: 73 E TRUCK NO: 923 TICKET NO: 756224 AIR CONTENT (%): NA UNITWEIGHT(pcO: NA OVERALL PLACEMENT LOCATION: Panels #3 - # 11 MEASURED SLUMP (inches) 4.75 SAMPLE LOCATION: Panel #9 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE DIAMETER SET NO. TESTED (days) (inches) 2 1 11/06/2004 7 6.00 2 2 11/27/2004 28 0.00 2 3 11/27/2004 28 0.00 2 4 Hold Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services, LP ( 1 ) Extranet (1) City of Coppell (1) City of Coppell Started: 3:15am MAO~IMUM COMPRESSIVE AREA LOAD STRENGTH (sq.in.) (lbs. force) i~psi) 28.26 132600 0.00 0.00 Finished: 3:00pm FRACTURE TYPE Unbonded Cap Unbonded Cap Unbonded Cap K. Scott Watson, AET CMT Operations Manager LhV/ITATIONS: 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 mailer provided by persons or conditions over which we have no control Our lette/s 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 Page 2 of 2