Loading...
Coppell Trade-LR051123CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0147 Service Date: October 25, 2005 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 refracon 8901 Carpenter F~vy, Ste#100 Dallas, Texas 75247 (214) 630-1010 Report Date: November 23, 2005 Project: Coppell Trade Center - Bidg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project No.: g4051190 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 6:50am Supplier: TXt Truck No: 803 Mix I.D. No.: 8206 Water Added Onsite Before Test: Water Added Onsite After Test: Plant: 41 Ticket No: 143515 0Gallons 0Gallons Sa_~.m_.ple Information Sample Time: 7:21am Date Cast: October 25, 2005 Technician: Barry Cuble Weather Conditions:Clear, cold Accumulative Yards: 30 Placement Method: Direct Discharge Sample Locations: 20' N of S, 25' E of Curb Placement Location: Pavement: W Parking; 345' & 45' Building Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-!3.5, 18.5-19.5, 24.8-25 Field Test Data Test Result Slump, inches: 4.50 Air Content, %: Concrete Temperature,° F: 62 Ambient Temperature, o F: 40 Plastic Unit Weight, pcf: N/A Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 1 4 6.00 28.27 Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 11/01/2005 7 134,020 4,740 11/01/2005 7 130,050 4,600 Average 4,670 11/22/2005 28 168,920 5,970 11/22/2005 28 173,010 6,120 Average 6,050 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical Page 1 of 6 ~CONCRETE COMPRESSIVE STRENGTH TEST Client: Coppell Trade Center LP " r fflilcon Project Number:94051190 Report Number: 94051190.0147 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0147 Service Date: October 25, 2005 '] refracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 Report Date: November 23, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project No.: 94051190 Material Information Specified Strength: 4000 psi @ 26 Days Batch Time: 7:58am Plant: 41 Supplier: TXI Truck No: 716 Ticket No: 143616 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10Gallons Water Added Onsite After Test: 0Gallons Sample Information sample Time: 8:47am Date Cast: October 25, 2005 Technician: Barry Cuble Weather Conditions:Sunny, cool Accumulative Yards: 130 Placement Method: Direct Discharge Sample Locations: 180' N of S, 35' E of Curb Placement Location: Pavement: W Parking; 345' & 45' Building Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-13.5, 18.5-19.5, 24.8-2 Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 3.8 Concrete Temperature,© F: 66 Ambient Temperature, o F: 42 Plastic Unit Weight, pcf: N/A Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 2 I 6.00 28.27 2 2 6.00 28.27 2 3 6.00 28.27 2 4 6.00 28.27 Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 11/01/2005 7 103,020 3,640 11/01/2005 7 113,350 4,010 Average 3,830 11/22/2005 28 155,410 5,500 11/22/2005 28 155,010 5,480 Average 5,490 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. . CONCRETE COMPRESSIVE STRENGTH TEST ' rerracon Client: Coppell Trade Center LP Project Number:94051190 Report Number: 94051190.0147 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivery for the use of the client indicated above and shall not be reproduced except in full without the wriffen consent of our company. Teat results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6 o~.m~,~.~,. CONCRETE COMPRESSIVE STRENGTH TEST ']rerracon Report Number: 94051190.0147 8901 Carpenter Fro/y, Ste #100 Service Date: October 25, 2005 Dallas, Texas 75247 (214) 630-1010 Client: Report Date: November 23, 2005 Coppell Trade Center LP Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 Addison TX 75001 Project: Coppell Trade Center - BIdg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project No.: 94051190 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 9:17am Plant: 41 Supplier: TXI Truck No: 716 Ticket No: 143735 Mix t.D. No.: 8206 Water Added Onsite Before Test: 10Gallons Water Added Onsite After Test: 0 Gallons Sample Information sample Time: 10:35am Date Cast: October 25, 2005 Technician: Barry Cuble Weather Conditions:Sunny, cool Accumulative Yards: 220 Placement Method: Pump Sample Locations: Building Porch at E.8-F/6.5-7.5 Placement Location: Pavement: W Parking; 345' & 45' Building Porches at E.8-F/1-1.2, 6.5-7.5, 12.5-13.5, 18.5-19.5, 24.8-2 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 3.8 Concrete Temperature,o F: 69 Ambient Temperature, o F: 56 Plastic Unit Weight, pcf: N/A Specification Test Method 3-5 ASTM C143 3-6 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 3 1 6.00 28.27 11/01/2005 7 100,610 3,560 3 2 6.00 28.27 11/01/2005 7 113,520 4,010 Average 3,790 3 3 6.00 28.27 11/22/2005 28 153,120 5,420 3 4 6.00 28.27 11/22/2005 28 147,840 5,230 Average 5,330 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not bo reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CONCRETE COMPRESSIVE STRENGTH TEST 'lrerracon Client: Coppell Trade Center LP Project Number:94051190 Repod Number: 94051190.0147 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Barry Cuble Report Distribution: (1) Coppell Trade Center LP (1) TechniStructures (1) Cily of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Inc Robert D. Ray, Senior Project M~,~ager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except In full without the written consent of our company, Test results transmitted heroin am only applicable to the actual samples tested at the location(s) referenced and are not necessari[y indicative of the properties of other apparently similar or identical materials.