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Freeport NIP(7.0)-LR030701 8908 Ambassador Row, Dallas, TX ?$247 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 Atta: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Project: Services: Freeport 10 500 Freeport Parkway CoppeH, TX 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): Am (%): TEST METHOD: COnXaACrOm Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLA~T: On site SP~.Cn~CA~ON REQvmz~lz~rrs 4000 psi ~ 28 Days 5" maximum 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 rmx DZS~GN ~.: 7752 PLACEMENT DATE: 06/23/2003 ~A~R CO~ITIONS: Sunny T~ S~LED: 7:10~ BAT~ ~: 6:46~ TEMPE~TU~ ~ - A~ 85 F CON~: 83 F xa~o: 104 ~c~ ~o: 116001 ~nco~TE~ (%): 2.2 ~T ~G~ ~0: NA O~L P~CE~ LOCA~ON: Pang - sou&~t fi~e, app~ch, ~u~ ~lf of ~u~ ~ng lot be~e~ b~l~ng colu~ 1~ 5 ~ DD SAMPLE LOCATION: 6' east by 2' south fi.om northwest comer of approach ASTM C-39 REPORT ON TEgTg Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MARleD SLUMP DATE SET NO. (inche~) TESTED 1 1 3.5 06/30/2003 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH I~ACTURE (days) Obs. force) (psi) TYPE 7 127340 4500 1 2 3.5 07/21/2003 28 1 3 3.5 07/21/2003 28 1 4 3.5 08/18/2003 56 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 (compos/tion, appearance, performance, etc.) or any other feature of similar subject matter provided by peraons or conditions over which we have no control, Our letters and reports are for thc exclusive usc of the cheats to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 1 of 7 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 Attn: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples end bring samples back to the laboratory for curing end testing in accordance with applicable standards. PROJECT DATA ColvrRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: OI1 site SPECIFICATION REQUIREMENTS SrRENCTrI: 4000 psi @ 28 Days SLUMP (in): 5'* maximum Am (%): TEST METHOD: 3% - 6% ASTM C~172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 MIX DESIGN I.D.: 7752 pr~cEME~r DATE: 06/23/2003 WEATHER CONDITIONS: Sunny ~s~D: 8:15~ BATCHES: 7:56~ ~E~-~ 88 F CON~: 85 F xavc~ ~o: I04 Tic~x ~o: 116011 ~a conTE~ (%): 1.9 ~x ~G~ ~0: NA O~L PLACE~ L~A~ON: Pav~g - ~u~t fi~ spproac~ sou~ ~fof ~u~ p~ng lot be~ build~g column lin~ 5 to DD SAMPLE LOCATION: 45' east by 3' south from northeast comer of approach ASTM C-39 REPORT OF TEgTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. ' (inches) TESTED (days) (lbs. force) (psi) TYPE 2 1 4.0 06/30/2003 7 123275 4360 Unbonded Cap 2 2 4.0 07/21/2003 28 Unbonded Cap 2 3 4.0 07/21/2003 28 Unbonded Cap 2 4 4.0 08/18/2003 56 Unbonded Cap LIMITATIONS: The test results pres~mted herein we~ 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 conU'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 Roue Engineem, Ltd. 01DD Page 2 of 7 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 Aria: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: .-07/01/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast comp~ssive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Pot~er PLANT: On site SPECnnCATION REQt~.~MENTS sxmgNaTi~: 4000 psi ~ 28 Days SLUMP (in): 5" maximum AIR (%): TEST METHOD: 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 M~X DESla~ I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 9:50am BATCH TIM~: 9:28am TEMPERATURE (F) - AIR 92 v CONCRETE: 88 v ?RUCK NO: 104 TIC~a~T ~O: 116021 ,UR CONTENT (%): 4.5 U~T WZla~X (pc0: NA OVERALL PLACEMENT LOCATION: Paving - southeast firelane, approach, south half of south parking lot betwe~ building colunm lines 5 to DD SAMPLE LOCATION: 110' east by 4' south from northwest comer of approach ASTM C-39 REPORT Ol~ TE~TS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MARKED SET NO. 3 1 3 2 3 3 3 4 MEASURED MAXIMUM COMPRESSIVE, SLUMP DATE AGE LOAD STRENGTH ][~P..~(.-I't~P.~ (inches) TESTED (days) Obs. force) (psi) TYPE 4.25 06/30/2003 7 104475 3690 Unbonded Cap 4.25 07/21/2003 28 Unbonded Cap 4.25 07/21/2003 28 Unbonded Cap 4.25 08/18/2003 56 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 letters and ~'potts are for the exclusive use of the clients to whom they am addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. O1DD Page 3 of 7 R n.eEng 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 CHent: Project: Services: Duke Realty Services, LP Atto: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of frgsh 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 Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUH~MENTS ST~NGTH: 4000 psi @ 28 Days SLUMP (in): 5** 1Tlaxil~un3. AIR (%): TEST M~THOD: 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny, party cloudy ?~m SAM~LEO: 11:05am BATCH TLME: 10:45am TEMPERATURE (F) - AIR 91 F CONCRETE: 88 P TRVCK NO: 104 ~C~T NO: 116031 AIRCONTENT (%): 3.9 UNIT WEIGHT (pcf): NA OVERALL PLACEMENT LOCATION: Paving - southeast fimlane, approach, south half of south parking lot between building COJnm~ lines 5 to DD SAMPLE LOCATION: 35' west by 4' soUth from noxtheast comer of approach ASTM C-39 REPORT OF TF, gT~ Concrete Compressive Cylinder 6" x ! 2" (area 28.27 sq. in.) CYLINDER MARKED MEASURED MAXIMUM COMPRESSIVE SLUMP DATE AGE LOAD STRENGTH SET NO. 0nches) TESTED (days) Obs. force) (PS0 4 1 4.75 06/30/2003 7 4 2 4.75 07/21/2003 28 4 3 4.75 07/21/2003 28 4 4 4.75 08/18/2003 56 95400 3370 Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented he,in were prepmed based upon thc specific samples provided for testing. We assume no ~sponsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions ove~ which we have no control. Our letters and reports are for the exclusive use o£the clients to whom they are addressed and shall not be x~roduced except in full without the wfitte~ approval of Rone Engineers, Ltd. 01DD Page 4 of 7 R eE ng i neers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fart Worth, TX 76118 6300 Rothway, ate. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Pro~ect: Services: Duke Realty Services, LP ARm Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the labo~ttory for curing and testing in accordance with applicable standards. co.tv. ActoR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPRCIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 5" maximum Am (°/4: TEST METHOD: 3% - 6% ASTIVl C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTM C-138 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Sunny, partly cloudy ~IMZSAMPLED: 12:45pm aATC-~TU~m: 12:23pm TEMPERATURE (F) - AIR 92 F CONCRETE: 87 F TRVCI~NO: 106 TIC~T NO: 116041 AIR CONTENT (%): 4.8 UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving - southeast firelane, approach, sou~h half of south parking lot between building colunm lines 5 to DD SAMPLE LOCATION: 25' west by 20' south from northwest comer of parking lot ASTM C-39 REPORT ON TEgT~ Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MAXIMUM COMPRESSIVE MAP. I~D SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. 0nches) TESTED (days) Obs. force) (psi) TYPE 5 1 4.25 06/30/2003 7 110785 3920 Unbonded Cap 5 2 4.25 07/21/2003 28 Unbonded Cap 5 3 4.25 07/21/2003 28 Unbonded Cap 5 4 4.25 08/18/2003 56 Unbonded Cap LIMITATIONS: The teat results presented herein were prepared based upon the specific samples prox, ided 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 con~'ol. Oar letters and reports are ~r 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. 01DD Page 5 of 7 RoneEn.g. 8908 Ambassador Row, D~Has, 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 CHeat: Duke Realty Services, LP At'm: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Project: Services: Freeport 10 500 Freeport Parkway Coppell, TX 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. CONTRACTO~a Duke Realty Services, LP CONCRETE SUPPLIER: Potter PLANT: On site SPECIFICATION REQUIREMENTS ST~NGTH: 4000 psi ~ 28 Days SLUMP (in): 5" maximum AIR (%): TEST METHOD: 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-I064 ASTM C-138 PROJECT DATA MIX DESIGN I.D.: 7752 PLACEMENT DATE: 06/23/2003 WEATHER CONDITIONS: Suln_ny TOtE S~OI~D: 1:45pm BATCH rn~: 1:28pm TEMPERATURRO~)-AIR 91 v co~cRETE: 88 F TRUCK NO: 113 TICKET NO: 116051 AIR CONTENT (%): 4.0 UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving - sou~hesst firelane, approach, south haft of south parking lot between building column lines 5 to DD SAMPLE LOCATION: 150' west by 15' south from northwest comer of parking lot ASTM C-39 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MARKED SET NO. MEASURED SLUMP DATE (inches) TESTED MAXIMUM COMPRESSIVE AGE LOAD STRENGTH FRACTURE (dnys) Obs. force) (psi) TYPE 6 1 4.25 06/30/2003 '6 2 4.25 07/21/2003 6 3 4.25 07/21/2003 6 4 4.25 08/18/2003 7 119455 4220 Unbonded Cap 28 Unbonded Cap 28 Unbonded Cap 56 Unb0nded Cap LIMITATIONS: The test ,a~mlts presented herein were prepar~l 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 clieats to whom they are addressed and shall not be reproduced except in full without thc vninen approval of Ronc Engineers, Ltd. 01DD Page 6 of 7 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rathway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEsT Client: Project: Services: Duke Realty Services, LP At~m: Mr. JeffLangston · 5495 Belt Line Road, Suite 360. Dallas TX 75254 Report No.: 179038 Project No.: 037333 Date of Service: 06/23/2003 Report Date: 07/01/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing cast compressive sffength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CO~CrP. ACTOa: Duke Realty Services, LP CONCRETE SUPPLIER: Potter r~r: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days sun On): 5" maximum AIR (%): TEST METHOD: 3% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 rmx DESIGN I.n.: 7752 PLACE~m~r rATE: 06/23/2003 W~ATHER CONDITIONS: S~mny ~S~L~: 3:05pm aAXCn~: 2:27pm ~MP~T~-~a 95 ~ COn~: 89 V TRU~ NO: 113 T~C~T ~O: 116061 ~R cONTENT (%): 4.3 ~T ~IG~ ~0: NA O~LL PLACE~ LOCA~ON: Pang - mu~t ~e, appm~ ~u~ barfer ~u~ p~ng lot be~ bulldog col~ lia~ 5 to DD SAMPLE LOCATION: 25' east by 15' south fi'om northwest comer of parking lot ASTM C-39 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MARleD SET NO. MEASURED MAXIMUM SLUMP DATE AGE LOAD 0nches) TESTED (days) 0b~ force) COMPRESSIVE STRENGTH I~ACTURE (~a) T~E 7 1 3.75 7 2 3.75 7 3 3.75 7 4 3.75 Technician: Jeremy Watts Report Distribution: (1) Duke Realty Scrvicca, LP (1) Duke Realty Services, LP (1) City of Coppell Engineering Dept. (1) Potter Concrete 06/30/2003 7 07/21/2003 28 07/21/2003 28 08/18/2003 56 97675 Started: 6:30am Finished: 4:30pm (1) Paoheco Kooh Consulting Engineers (1) Engineering Analyst (1) City of Coppell Bldg. Inspections 3450 Unbonded Cap Unbonded Cap Unbonded Cap /~ Unbonded Cap K. Scott Watson, AET 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, apPexmnce, performance, etc.) or any other feature of similar subject matter provided by persons or cond/tions over which we have no control. Our letters and reports are for the exclusive use of the ¢liants to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DD Page 7 of 7