Loading...
Freeport NIP(7.0)-LR030425RoneEngineers 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 Atto: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175102 Project No.: 037333 Date of Service: 04/I 7/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 5" - 7" AIR (%): NA TEST MET}IOD: ASTM C- 172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-I064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9361 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 2:19pm BATC~ TIME: 1:52pm TEMPERATURE (F)-AIR 81 F CONCRETE: 81 F TRUCK NO: 116 TICKET NO: 113792 AIR CONTENT (%): NA UNIT WEIGHT (per):. NA. OVERALL PLACEMENT LOCATION: Please refer to report tgi 75101 for column lines to all the piers drilled today SAMPLE LOCATION: Line G-13, H-13 and J-13 REPORT OF TEgTg Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED MAXIMUM COMPRESSIVE AGE LOAD STRENGTH FRACTURE (days) Obs. force) (psi) TYPE 1 1 7.00 04/24/2003 1 2 7.00 05/15/2003 1 3 7.00 05/15/2003 ! 4 7.00 06/12/2003 See report #175101 for technician time. Technician: Arty Nickonov Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Services, LP (I) City of Coppell Building Dept. (1) Potter Concrete Started: Finished: 7 28 28 56 (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppeli Engineering Dept. 111205 3930 Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap K. ScoR Watson 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, 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. 01DK Page 1 of I 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: Project: Services: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 Freeport 10 500 Freeport Parkway Coppell, TX 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 CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATi~)N REQUIREMENTS STP.~NGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): TEST METHOD: NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C- 1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 4:05am BATCH T~ME: 3:49am TEMPERATURE (F) - AIR 62 F CONCRETE: 70 TRUCK NO: 112 TICKET NO: 113693 AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA_ OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: C.3 at 5.1 REPORT Ol~ TEST~ 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) Obs. force) (psi) TYPE 1 1 5.00 04/24/2003 7 132945 4700 Unbonded Cap 1 2 5.00 05/15/2003 28 Unbonded Cap 1 3 5.00 05/15/2003 28 Unbonded Cap 1 4 5.00 06/12/2003 56 Unbonded Cap Water added at site: 5 gallons LIMITATIONS: The test results presented heroin 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. 01DK Page 1 ofl0 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 Atto: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 Freeport 10 500 Freeport Parkway Coppell, TX Obtain samples of fresh concrete at the placement locations, perform required field testing, east 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 Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): TEST METHOD: NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 5;15RITI BATCH TIME: 4:43am TEMPERATURE (F)-AIR 60 F CONCRETE: 71 F TRUCK NO: 101 TICKET NO: 113703 AIR CONTENT (%): NA UNIT WEm~tT (pc0:. NA_ OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: D at 6 REPORT OF TE~T~ 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 4.50 04/24/2003 7 130450 4610 Unbonded Cap 2 2 4.50 05/15/2003 28 Unbonded Cap 2 3 4.50 05/15/2003 28 Unbonded Cap 2 4 4.50 06/12/2003 56 Unbonded Cap Water added at site: 10 gallons LIMITATIONS: The test results presented heroin 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 pmvided 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. 01DK Page 2 of 10 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. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA co~raacxog: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: Oil site SPECII~ICATION REQmREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP (in): 3" - 5" AIR (%): TEST METHOD: NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Clear TIME SAMPLED: 6:00am BATCHTIME: 5:44am TEMPERATURE (F)-AIR 66 F CONCRETE: 71 TRUOCNO: 107 TICKET NO: 113713 AIR CONTENT (%): NA UNIT WEIGHT (pc0: .NA OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: E.9 at 6.6 REPORT OF TESTS 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 3 1 5.25 04/24/2003 7 122775 4340 Unbonded Cap 3 2 5.25 05/15/2003 28 Unbonded Cap 3 3 5.25 05/15/2003 28 Unbonded Cap 3 4 5.25 06/12/2003 56 Unbonded Cap Water added at site: 5 gallcons 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 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. 01DK Page 3 of 10 Ro 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: project: Services: Duke Realty Services, LP Attn: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOm Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): TEST METHOD: NA ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: SUlllly TIME SAMt;i~ED: 6:45am BATC~I TIME: 6:32am TEMPERATURE (Y) -AlR 5 8 F CONCRETE: 72 v TRUOC NO: 112 TICr~T NO: 113723 AIR CONTENT (%): NA UNIT VgEIGHT (PC0: NA. OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: F.2 at 6.9 REPORT OF TESTg 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 4 1 5.25 04/24/2003 7 125620 4440 Unbonded Cap 4 2 5.25 05/15/2003 28 Unbonded Cap 4 3 5.25 05/15/2003 28 Unbonded Cap 4 4 5.25 06/12/2003 56 Unbonded Cap Water added at site: 5 ~allons 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. 01DK Page 4 ofl0 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.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): NA TEST METHOD: ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-i064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sullny TIME SAMPLED: 8:10am BATCHTIME: 7:25am TEMPERATURE (F) - AIR 62 F CONCRETE: 71 F TRUCKNO: 101 TICKET NO: 113733 AIR CONTENT (%): NA UNIT WEIGHT (pcO:' NA- OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: G.3 at 6.5 REPORT OF TE,qTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 5 1 5.75 04/24/2003 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 5 2 5.75 05/15/2003 28 5 3 5.75 05/15/2003 28 5 4 5.75 06/12/2003 56 Water added at site: 5 gallons 7 109415 3870 FRACTURE TYPE Unbonded Cap UnbondedCap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented heroin 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 flail without the written approval of Rone Engineers, Ltd. 01DK Page 5 of 10 glneers 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.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 Freeport I0 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. PROJECT DATA co~rrRAcxom Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECmCA~ON REQUIRE~mNTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" Am (%): NA TEST METHOD: ASTM C- 172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN LD.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sunlly TIME SAM~,ED: 8:55am BATCH TIME: 8:45am TEMPERATURE Or) - AIR 64 F CONCRETE: 72 TRUClC NO: 104 TICm~T NO: 113743 AIR CONTENT (%): NA UNIT WEIGHT (pcf): OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: G.8 at 5.2 REPORT OF TE~T~ 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 6 1 5.00 04/24/2003 7 122540 4330 Unbonded Cap 6 2 5.00 05/15/2003 28 Unbonded Cap 6 3 5,00 05/15/2003 28 Unbonded Cap 6 4 5.00 06/12/2003 56 Unbonded Cap 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 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. 01DK Page 6 of 10 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: Project: Services: Duke Realty Services, LP Attn: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECWICATION ~QUIRE~¢mNTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): NA TEST M~THOD: ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sulllly TIME SAMPLED: 9:55am BATCH TIME: 9:33am TEMPERATURE (F) - AIR 74 F CONCRETE: 71 TRUCK NO: 112 TICKET NO: 113753 AIR CONTENT (%): NA UNIT WEIGHT (pet):. NA. OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: J.3 at 5.3 REPORT OF TE~gTg 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) Obs. force) (psi) TYPE 7 1 5.00 04/24/2003 7 122820 4340 Unbonded Cap 7 2 5.00 05/15/2003 28 Unbonded Cap 7 3 5.00 05/15/2003 28 Unbonded Cap 7 4 5.00 06/12/2003 56 Unbonded Cap LIMITATIONS: The test results presented heroin 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. 01DK Page 7 of 10 gjneers 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.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date:' 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): NA TEST METHOD: ASTM C-172 ASTM C-31 ASTM C- 143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIXDESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sunny TIME SAMPLED: 10:40am BATCH TIME: 10:26am TEMPERATURE (F) - AIR 75 V CONCRETE: 73 F TRUCK NO: 101 TICKrT NO: 113763 AIR CONTENT (%): NA UNIT WEIGHT (Pc0:. INA_ OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: K. 1 at 5.7 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MARKED SLUMP DATE · SET NO. (inches) TESTED MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) FRACTURE TYPE 8 1 5.50 04/24/2003 7 8 2 5.50 05/15/2003 28 8 3 5.50 05/15/2003 28 8 4 5.50 06/12/2003 56 Water added at site: 5 gallons 107410 3800 Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap LIMITATIONS: The test results presented heroin 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 o£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 am addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 01DK Page 8 of I0 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: Project: Services: Duke Realty Services, LP Atto: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report]No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): NA TEST M~TaOD: ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: Sunlly TIME SAMI~ED: 11:50am BATCH TIME: 11:35am TEMPERATURE (F) - AIR 81 F CONCRETE: 72 TRUCK NO: 107 TICKET NO: 113773 AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: L.4 at 5.4 REPORT OF TESTS 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 9 1 5.00 04/24/2003 7 121695 4300 Unbonded Cap 9 2 5.00 05/15/2003 28 Unbonded Cap 9 3 5.00 05/15/2003 28 Unbonded Cap 9 4 5.00 06/12/2003 56 Unbonded Cap Water added at site: 5 gallons LIMITATIONS: The test results presented heroin 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. 01DK Page 9 of 10 .oneEn g 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. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Report No.: 175110 Project No.: 037333 Date of Service: 04/17/2003 Report Date: 04/25/2003 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 laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOm Duke Realty Services, LP CONCRETE SUPPLIER: Potter Concrete PLANT: On site SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): NA TEST METHOD: ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 9349 PLACEMENT DATE: 04/17/2003 WEATHER CONDITIONS: SUnlly TIMESAM1;~,ED: l:00pm BATCHTIME: 12:42pm TEMPERATURE (F) - AIR 80 F CONCRETE: 73 F TRUCK NO: 112 TICKET NO: 113783 AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA_ OVERALL PLACEMENT LOCATION: Area A - C-N at 5-7 SAMPLE LOCATION: M.2 at 6.5 REPORT OF TEgT,g Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED MAXIMUM COMPRESSIVE AGE LOAD STRENGTH FRACTURE (days) Obs. force) (psi) TYPE 10 1 5.25 04/24/2003 10 2 5.25 05/15/2003 10 3 5.25 05/15/2003 10 4 5.25 06/12/2003 Water added at site: 5 gallons 7 28 28 56 104460 Technician: Ben Weaverling Repor~ Distribution: (I) Duke Realty Services, LP (1) Duke Realty Services, LP (I) City of Coppell Building Dept. (1) Potter Concrete Started: 3:15am Finished: 2:30pm (1) Pacheco Koch Consulting Engineers (t) Engineering Analyst (1) City of Coppell Engineering Dept. 3690 Unbonded Cap Unbonded Cap Unbonded Cap Unbonded Cap K. Scott Watson 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, 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. 01DK Page 10 of 10