Loading...
Freeport NIP(8.0)-LR050119Client: 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.: 225787 Project No.: 049245 Date of Service: 01/11/2005 Report Date: 01/19/2005 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: cOWrRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PL.~r: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 3" - 6" 4% - 6% ASTM C-172 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-I064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7752 MEASURED SLUMP PLACEMENT DATE: 01/11/2005 (inches) WEATHER CONDITIONS: Cloudy 4.75 TIME SAMPLED: 7:36am BATCH TIME: 7:02am TEMPERATURE (F)- AIR 66 F CONCRETE: 64 F TEvcK No: 1815 TIC~TNO: 763510 AIR CONTENT (%): 5.4 tr~rr WEIGHT (pcO: NA OVERALL PLACEMENT LOCATION: Paving, drive between Buildings l I and 12 at 40' noffil to 50' south, 0' to 60' west of the southwest comer of Building 11; 0' to 40' south, 0' to 100' east of the southwest comer of Building 11 SAMPLE LOCATION: 20' north, 35' west of southwest REPORT OF TESTS co~¢r of Building 12 Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE SET NO. TESTED I 1 01/18/2005 MAXIMUM COMPRESSIVE AGE DIAMETER AREA LOAD STRENGTH FRACTURE (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 7 6.00 28.26 113190 4000 Unbonded Cap 1 2 02/08/2005 1 3 02/08/2005 28 0.00 0.00 Unbonded Cap 28 0.00 0.00 Unbondcd Cap 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 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 I of 2 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, See. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: 225787 Project No.: 049245 Date of Service: 01/11/2005 Report Date: 01/19/2005 Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strengn, h 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 I'LANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 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.: 7752 MEASURED SLUM1~ PIMtCEMENT DATE: 01/11/2005 (inches) WEATHER CONDITIONS: Cloudy 4.25 TIME SAMPLED: 10:01am BATCHTIME: 8:45am TEMPERATURE (F} - AIR 68 F CONCRETE: 80 F TEUCKNO: 1840 TICKET gO: 7632522 AIR CONTENT (%): 5.2 UNIT WEIGHT (per): NA OVERALL PLACEMENT LOCATION: Paving, drive between Buildings 11 and 12 at 40' north to 50' south, 0' to 6ff west of the southwest comer of Building 11; 0' to 40' south, 0' to 100' east of the southwest comer of Building 11 SAMPLE LOCATION: REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" 30' south, 65' east of southwest comer of Building 11 CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 2 1 01/18/2005 7 6.00 28.26 112010 2 2 02/08/2005 28 0.00 0.00 2 3 02/08/2005 28 0.00 0.00 2 4 Hold Water added at site: 5 gallons Technician: Ben Weaverling Report Distribution: (1) Duke Real~y S~rvices, LP (1) Ex~ranet (1) City of Coppell (1) City of Coppell Started: 7:00am Finished: 1 l:00am 3960 Unbonded Cap Unbonded Cap Unbonded Cap 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 maner provided by persons or conditions over which we have no control. Our lettors and reports are for the exclusive use of the clienls to whom they are addressed and shall not be reproduced except in fi~ll without the written approval of Rone Engineers, Ltd. )ISS Page 2 of 2 Client: ineers Duke Realty Services, LP Mr. Brian Straley 5495 Belt Line Rd., Ste 360 Dallas TX 75254 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: 1214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Project: Freeport XI & XII Coppell, Texas Report No.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/19/2005 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 CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS STRENGm: 4000 psi ~ 28 Days SLUMP (in): 3" - 5" AIR (%): 3% - 5% TEST METHOD: ASTM C- 172 ASTM C-31 ~x**~ ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAM_PLED: 5:00am BATCH TIME: 4:20am TEMPERATURE (F) - AIR 51 F CONCRETE: 60 F TRUCK NO: 1883 TICKET NO: 761930 AIRCONTENT(%): 4.2 UNITWEIGHT(pe0: NA OVERALL PLACEMENT LOCATION: Paving at north side ofXl 1 and south side XI SAMPLE LOCATION: REPORT OF TESTS 30' west, 4' north of the southeast corner MEASURED SLUMP (inches) 5.5 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 12/28/2004 7 6.00 28.26 118880 4200 Unbonded Cap 1 2 01/18/2005 /e28 6.00 28.26 155050 /~480 Unbonded Cap 1 3 01/18/2005 L28 6.00 28.26 158430 { 5600 Unbonded Cap Average "--r~40 i 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 clients to whom they are addressed and shalI not be reproduced except in bail without the wriaen approval of Rone Engineers, Ltd. 01TM Page I of 4 one ineers 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.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/19/2005 Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive slrength 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 CONCREIE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days Y' ~ 5" 3% - 5% ASTM C-172 ASTM C-3I ~p, 9~: ASTM C-143 ASTM C-23 ! ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 6:30am BATCHTIME: 5:35am TEMPERATURE (F)-AIR 51 F CONCRETE: 60 F TRUCK NO: 1020 TICr.~T NO: 761941 AIRCONTENT(%): 3.9 UNIT WEIGHT (pc0: NA OVERALL PLACEMENT LOCATION: Paving at north side of X11 and south side XI SAMPLE LOCATION: REPORT OF TESTS 200' west, 20' north of the southeast comer MEASURED SLUMP (inches) 4.5 Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (~bs. force) (psi) TYPE 2 I 12/28/2004 7 6.00 28.26 114250 4040 Unbonded Cap 2 2 01/18/2005 28 6.00 28.26 155210 ~490 y Unbonded Cap 2 3 01/18/2005 28 6.00 28.26 148240 ~ Unbonded Cap Average 5370 2 4 Hold Water added at site: 5 gallons LIM-ITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testthg. 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 fitll without the written approval of Rone Engineers. Ltd. 01TM Page 2 of 4 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.: :>.24993 Project No.: 049245 Date of Service: [2/21/2004 Report Date: 01/19/2005 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: SLUMP (in): AIR (%): TEST METHOD: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 3"-5" 3% - 5% ASIM C-172 ASTM C-31 ASTM C-I43 ASTM C-231 ASTM C-1064 ASTM C-1231 ASTM C-39 MIX DESIGN I.D.: 7752 PLACEMENT DATE: 12/21/2004 WEATHER CONDITIONS: Clear/Cold TIME SAMPLED: 8:00alTl BATCHTIME: 6:53am TEMPERATURE (F)-AIR 52 F CONCRETE: 61 F TRUCK NO: 1020 TlCK~T NO: 761949 AIR CONTENT (%): 4.0 UNITWE1GHT(pcf): NA OVERALL PLACEMENT LOCATION: Paving at north side ofXl 1 and south side XI SAMPLE LOCATION: REPORT OF TESTS 75' west, 37' north of the southeast comer MEASURED SLUMP (inches) 4.25 Concrete Compressive CyIinder 6" x I2" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 3 1 12/28/2004 7 6.00 28.26 3 2 01/18/2005 28 6.00 28.26 3 3 0I/18/2005 28 6.00 28.26 3 4 Hold 111450 3940 Unbonded Cap 133640 4730 Unbonded Cap 142590 5040 Unbonded Cap Average 4890 LhMITATJONS: The test resulls 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 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 me addressed and shall not be reproduced except in full without the vaStten approv*d of Rone Engineers, Ltd 01 TM Page 3 of 4 Ron 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 6500 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 650-9745 CONCRETE COMPRESSIVE STRENGTH TEST Report No.: 224993 Project No.: 049245 Date of Service: 12/21/2004 Report Date: 01/19/2005 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: CONTRACTOR: Duke Construction CONCRETE SUPPLIER: Southern Star PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi ~ 28 Days 3"- 5" 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 PLACEMENT DATE: 12/2 1/2004 WEATHER CONDITIONS: Clear/Cold T1MESAMPLED: 9:15am BATCHTIME: 8:26am TEMPERATURE (E} - AIR 54 F CONCRETE: 62 g TRUCK NO: 931 TICKET NO: 761959 AIR CONTENT (%): 4.1 UNIT WEIGHT (pcI): NA OVERALL PLACEMENT LOCATION: Paving at north side of Xll and south side X1 SAMPLE LOCATION: REPORT OF TESTS IT west, 32' north of the MEASURED SLUMP (inches) 5.0 Concrete Compressive Cylinder 6" x 12" CYLINDER MARKED DATE AGE SET NO. TESTED (days) DIAMETER AREA (inches) (sq.in.) MAXIMUM COMPRESSIVE LOAD STRENGTH FRACTURE (lb~ force) (psi) TYPE 4 1 12/28/2004 4 2 01/18/2005 4 3 01/18/2005 4 4 Hold Technician: Scott Mitchell Report Distribution: (1) Duke Realty Services, LP (1) Extranet (I) City of Coppell (l) City of Coppell 7 6.00 28 6.00 28 6.00 Started: 3:]Sam 28.26 108210 28.26 131600 28.26 135530 Average Finished: l:lSpm 3830 Unbonded Cap 4650 Unbonded Cap 4790 Unbonded Cap 4720 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, 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. 01TM Page 4 of 4