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Freeport NIP(8.0)-LR041220ineers 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 REPORT OF REINFORCING STEEL INSPECTION Client: Project: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Li~e Rd., Ste 360 Dallas TX 75254 .~ Freeport XI & XII Coppell, Texas Reinforcing Steel Inspection Report No.: 224518 Project No.: 049245 Date of Service: 12/15/2004 Report Date: 12/20/2004 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) arrived on site as scheduled to perform a Reinforcing Steel Inspection. The results are attached. Technician Time: 6:00am - 8:30am Page 1 of 2 Technician: Bobby Robinson Report Distribution: (I) Duke Really Services, LP ( 1 ) Extranet (1) City of Coppell (1) City of Coppell ~ ~ CMT Operations M~ager LIMITAT/ONS: The ~:st 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 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. 99TM 8908 Ambassador Row Dallas, Texas 75247 (214) 630-9745 121 North Rayner Fort Worth, Texas 76111 -(817) 831-6211 Report of Reinforcing Steel Inspection Project No.: Project: ~¢¢4o<:~'~L ,~1 i ,'~tl Date of Service: Page Items Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non Conforming Conforming Conforming Placing Drawing~ b~ Bar Length {/./ Column Ties Properly Approved and Shape Tied and Spaced Bar Size ~'~ Proper Bar Placement ~ Stimp Spacing and Type ~ Bar Grade ~'~ Properly Tied ~-~ Lapped Splices ~ Bars Clean b/' Dowel Bars in Place ~' Welded Splices Form Clean / Proper Bar Suppork~ oJ~ Mechanical Splices Number Bars ~,~ Proper Cover ~/ Discrepancies/Commen( fl~--'lh ~¢Joo~ ~,,,,t,-~ ~c~,~-~ X-~wr CorrectiON ~ , n .ec or's i na re: ClienfContractor Signature Contractor Copied with Results: Yes / No ineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, For~ Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 REPORT OF REINFORCING STEEL INSPECTION Client: Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XI1 Coppell, Texas Report No.: 224604 Project No.: 049245 Date of Service: 12/15/2004 Report Date: 12/20/2004 Services: Reinforcing Steel Inspection Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) arrived on site as scheduled to perform a Reinforcing Steel Inspection on the west parking lot at Building XI. Upon arrival, the contractors were still placing and forming the area to be inspected. The superintendent, Greg Burk, said that he would perform the inspection because the placement of concrete was scheduled for 4:00am on 12/16/04. Technician Time: 4:lSpm - 5:45pm Page 1 of 1 Technician: Bobby Robinson Report Distribution: (1) Duke Reall~ Services, LP (l) Extranet (1) City of Coppell (1) CiB' of Coppell LEMITATIONS: 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 mai/er 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 thll without the written approval of Rone Engineers, Ltd. 99TM Pa~e I of I 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.: 224519 Project No.: 049245 Date of Service: 12/15/2004 Report Date: 12/20/2004 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: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 3" - 5" 4% - 6% 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.D.: 7750 PLACEMENT RAXE: 12/15/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 9:30am BATCHTIME: 8:44am TEMPERATURE (F) -AIR 34 v CONCRETE: 44 F TRUCK NO: 1015 TICKET NO: 761683 AIR CONTENT (%): 4.5 UNITWEIGHT(pc0: NA OVERALL PLACEMENT LOCATION: Paving, Building XII north parking lot, west half SAMPLE LOCATION: 5' southwest from northeast comer REPORT OF TESTS at north approach MEASURED SLUMP (inches) 4.75 Concrete Compressive Cylinder 6" x 12" CYLENDER MAXIMUM COMPRESSVCE MARKZD DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 12/18/2004 3 6.00 28.26 63500 2250 Unbonded Cap 12/22/2004 7 0.00 0.00 Unbonded Cap 01/12/2005 28 0.00 0.00 Unbonded Cap 01/12/2005 28 0.00 0.00 Unbonded Cap Hold LIMITATIONS: The test results presented herein were prepared b~ed 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 a~e 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 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 & XI1 Coppell, Texas Report No.: 224519 Project No.: 049245 Date of Service: 12/15/2004 Report Date: 12/20/2004 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: SLUM~ (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRE~ SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 3"- 5" 4% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASIM C-231 ASTM C- 1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7750 PLACEMENT DATE: 12/15/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 10:40am BATCHTIME: 10:20am TEMPERATURE (F) - AIR 40 F CONCRETE: 52 F TRUCKNO: 923 TICKETNO: 761693 AIR CONTENT (%): 5.3 UNIT'WEIGItT(pcf): NA OVERALL PLACEMENT LOCATION: Paving, Building Xll north parking lot, west half SAMPLE LOCATION: 60' south, 20' east from northwest REPORT OF TESTS comer MEASURED SLUMP (inches) 5.00 Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE SET NO. TESTED (days) MAXIMUM COMPRESSIVE DIAMETER AREA LOAD STRENGTH (inches) (sq.in.) (lbs. force) (psi) FRACTURE TYI'E 2 1 12/18/2004 3 6.00 28.26 2 2 12/22/2004 7 0.00 0.00 2 3 01/12/2005 28 0.00 0.00 2 4 01/12/2005 28 0.00 0.00 2 5 Hold Water added at site: 5 gallons 66990 2370 Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap L1MTrATIONS: 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 shalI not be reproduced except in fall without the wrigten approval of Rune Engineers, Ltd. 01SS Page 2 of 3 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 Report No.: 224519 Project No.: 049245 Date of Service: 12/15/2004 Report Date: 12/20/2004 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: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 3000 psi ~ 28 Days 3" - 5" 4% - 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 PLACEMENT DATE: 12/15/2004 WEATHER CONDITIONS: Clear TIME SAMPLED: 12:20pm BATCHTIME: 12:01pm TEM]~ERATURE (F) - AIR 50 F CONCRETE: 55 F TRUCK NO: 1015 T1CRET NO: 761705 AIR CONTENT (%): 5.3 UNIT WEIGHT (pcl): NA OVERALL PLACEMENT LOCATION: Paving, Building XII north parking lot, west half SAMPLE LOCATION: 90' north, 30' east from southwest REPORT OF TESTS com~ MEASURED SLUMP (inches) 6.00 Concrete Compressive Cylinder 6" x 12" CYLINDER M~D DATE SE/ NO. TESTED MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH FRACTURE (days) (inches} (sq.in.) (lbs. force) (psi) TYPE 3 1 12/18/2004 3 2 12/22/2004 3 3 01/12/2005 3 4 01/12/2005 3 5 Hold Water added at site: 3 6.00 28.26 64570 2280 Unbonded Cap 7 0.00 0.00 Unbonded Cap 28 0.00 0.00 Unbonded Cap 28 0.00 0.00 Unbonded Cap 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 reproduced except in fall without the written approval of RODe Engineers, Ltd. 01SS Page 3 of 3 Technician: Nathan WitherelI Report Distribution: (I) Duke Realt) Ser~,Jces, LP (1) Extranet (I) Cii3, of Coppell (1) CiB' of Coppell Started: 6:45am Finished: 3:30pm CMT Operations Manager 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 Ma'. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Freeport XI & XII Coppell, Texas Report No.: 224520 Project No.: 049245 Date of Service: 12/I5/2004 Report Date: 12/20/2004 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: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: 8outherrl Star PLA~rr: 66 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 3"-5" 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 MEASURED SLUMP PLACEMENT DATE: 12/15/2004 (inches) WEATHER CONDITIONS: Clear 3.25 TIME SAMPLED: 2:30pm BATCHTIME: l:10pm TEMPERATURE (F) - AIR 49 F CONCRETE: 56 F TRUCK NO: 8859 TICKET NO: 405554 AIR CONTENT (%): NA UNIT WEIGHT (pcf~: NA OVERALL PLACEMENT LOCATION: Building X1, leave-ouls and southwest dock door walls between gridlines A/1 8 to A/3.8 and A~4.5 to A/7 SAMPLE LOCATION: 20' north, 5' west fi-om southeast REPORT OF TESTS comer of leave-outs Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE SET NO. TESTED (days) MAXIM1JM COMPRESSIVE DIAMETER AREA LOAD STRENGTH (inches) (sq.in.) (lbs. force) (psi) 1 1 12/18/2004 3 6.00 28.26 1 2 12/22/2004 7 0.00 0.00 1 3 01/12/2005 28 0.00 0.00 I 4 01/12/2005 28 0.00 0.00 1 5 Hold Nater added at site: 5 gallons 89560 3170 Unbonded Cap 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 &similar subject malter 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, Eld. 01SS Page 1 of 2 Report No.: 224520 Project No.: 049245 Client: Duke Really Services, LP See Report %224519 for technician time. Technician: Nathan Witherell Report Distribution: (1) Duke Real~y Services, LP ( I ) Exxranet (l) City of Coppell (1) City of Coppell Started: Finished: CMT Operations Manager 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 writlen approval of Rone Engineers, Ltd. 01SS Page 2 of 2