Loading...
Amberpoint BP-LR020506CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: Apdl 23, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 8:45am Supplier: Potter Truck No: 106 Mix I.D. No.: 7752 Plant: 16 Ticket No: 613292 Sample Information Sample Time: 9:15am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 20 Placement Method:' Pump Sample Locations: See attached sketch Placement Location: Pavement - SE of jobsite Field Test Data Test Result Specification Test Method Slump, inches: 5.00 5 Max. ASTM C-143 Air Content, %: 6~2 4-8 ASTM C-231 Concrete Temperature,© F: 80 ASTM C1064 Ambient Temperature, o F: 73 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) I 1 6.00 28.27 04/30/2002 7 102,690 3,630 I 2 6.00 28.27 · 04/30/2002 7 103,570 3,660 Average 3,650 1 3 05/2!/2002 28 1 4 05/21/2002 28 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 DOTteet methods, This report is exclusively for the useof the client indicated above and shall not be reproduced except in full without the written approval of Tefracon. 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. Page 1 of 6 0,.ss~,~..~., CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: April 23, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spdng Valley Rd. Suite 600W Dallas TX 75244 Report Date: May 06, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 9:24am Plant: 16 Supplier:. Potter Truck No: 109 Mix I.D. No.: 7752 Ticket No: 613300 Sample Information Sample Time: 9:50am Date Cast:April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 100 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.00 5 Max= ASTM C-143 Air Content, %: 6 4-8 ASTM C-231 Concrete Temperature, o F: 80 ASTM Cl 064 Ambient Temperature, o F: 81 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 2 1 6.00 28.27 04/30/2002 7 114,580 4,050 2 2 6.00 28.27 04~30~2002 7 117,090 4,140 Average 4,100 2 3 05/21/2002 28 2 4 05/21/2002 28 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 applical~e 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 approval of Terrecon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are net nec, essadly indicative of the properties of ether apparently similar or identical materials: Page 2 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: April 23, 2002 Client: Transwestem Commercial Services' Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information' Specified Strength: 4000 psi (~ 28 Days Batch Time: 10:22am Plant: 16 Supplier: Potter Truck No: 115 Mix I.D. No.: 7752 Ticket No: 613311 Sample Information Sample Time: 11:20am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 200 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 5.50 Air Content, %: 5 Concrete Temperature, o F: 87 Ambient Temperature, o F: 85 Plastic Unit Weight, pcf: Laboratory Test Data 5 Max. ASTM C-143 4-8 ASTM C-231 ASTM Cl 064 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 3 1 6.00 28.27 04/30/2002 7 100,450 3,550 3 2 6.00 28.27 04/30/2002 7 100,930 3,570 Average 3,660 3 3 05/21/2002 28 3 4 05/21/2002 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 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~he client indicated above and shall not be reproduced except in full without the written approval of Terracon. 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. Page 3 of 6 o~-~s,~..w CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: Apdl 23, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fr~vy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 11:35am Supplier: Potter Truck No: 101 Mix I.D. No.: 7752 Plant: 16 Ticket No: 613323 Sample Information Sample Time: 12:20pm Date Cast:April 23, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 320 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page I Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Result 5.50 4.9 89 88 Set Specimen Diameter Area No. ID (inches) (sq. inches) 4 1 6.00' 28.27 4 2 6.00 28.27 4 3 4 4 Specification Test Method 5 Max. ASTM C-143 4-8 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 04/30/2002 7 100,300 3,550 04/30~2002 7 98,260 3,470 Average 3,510 05/21/2002 28 05/21/2002 28 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 exCep~ in full without the written approval of Ten'acon. 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. Page 4 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: April 23, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spdng Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 1:30pm Supplier: Potter Truck No: 102 Mix I.D. No.: 7752 Plant: 16 Ticket No: 613334 Sample Information Sample Time: 2:20pm Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 420 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page I Field Test Data Test Result Specification Test Method Slump, inches: 3.50 5 Max. ASTM C-143 Air Content, %: 5 4-8 ASTM C-231 Concrete Temperature, o F: 87 ASTM C1064 Ambient Tempereture, o F: 91 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 5 I 6.00 28.27 04/30~2002 7 112,600 3,980 5 2 6.00 28.27 04/30/2002 7 106,720 3,770 Average 3,880 5 3 05/21/2002 28 5 4 05/21/2002 28 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 fer the usa of the client indicated above and shall not be reproduced except in full without the written approval of Terracon.' Test results transmitted herein ara only applicable · to the actual samples tested et the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0242 Service Date: Apdl 23, 2002 Client: Transwestem Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 3:04pm Supplier: Potter. Truck No: 101 Mix I.D. No.: 7752 Plant: 16 Ticket No: 613344 Sample Information Sample Time: 3:40pm Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Partly cloudy Accumulative Yards: 520 Placement Method: Pump Sample Locations: See attached sketch Placement Location: See page 1 Field Test Data Test Result Slump, inches: 5.50 Air Content, %: 1.4 Concrete Temperature, o F: 87 Ambient Temperature, o F: 92 Plastic Unit Weight, pcf: Laboratory Test Data Specification Test Method 5 Max. ASTM C-143 4-8 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 6 1 6.00 28.27 04/30/2002 7 92,070 3,260 6 2 6.00 28.27 04/30/2002 7 93,140 3,290 Average 3,280 6 3 05/21/2002 28 6 4 05/21/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Marvin Arandia Report Distribution: (1) Transwestern Commercial Services (1) O'Bden & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell- Bldg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC Enginee~ Eugene Harbour P~ncipel The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo~ the use. of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. 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 appemntly similar or Identical materials. Page 6 of 6 ~,-s~,~,, ~ PROJECT: PROJECT NO.: CALCD. BY: CHKD BY: DATE: DATE: ,CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0238 Service Date: April 23, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 4:21 am Supplier: Potter Truck No: 116 Mix I.D. No.: 9337 Plant: 16 Ticket No: 613255 Sample Information Sample Time: 4:40am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 20 Placement Method: Pump Sample locations: Panel #38 Placement Location: Panels #38 to #22 Field Test Data Test Result Specification Test Method Slump~ inches: 5.50 ASTM C-143 Air Content, %: 1.3 ASTM C-231 Concrete Temperature,o F: 73 ASTM C1064 Ambient Temperature, o F: 56 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 I 6.00 28.27 04/30/2002 7 117,480 4,150 I 2 6.00 28.27 04/30/2002 7 118,230 4,180 Average 4,170 1 3 05/21/2002 28 I 4 05/21/2002 28 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 approval of Terracon. Test results transmitted herein ara only applicable to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4 0,~,~.,~ CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0238 Service Date: April 23, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 5:17am Supplier: Potter Truck No: 114 Mix I.D. No.: 9337 Plant: 16 Ticket No: 612264 Sample Information Sample Time: 5:50am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 110 Placement Method: Pump Sample Locations: Panel #34 Placement Location: See page 1 Field Test Data Test Result Specification Test Method Slump, inches: 6.00 ASTM C-143 Air Content, %: 1.2 ASTM C-231 Concrete Temperature, o F: 80 ASTM C1064 Ambient Temperature, o F: 56 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 2 1 6.00 28.27 04/30/2002 7 101,950 3,610 2 2 6.00 28.27 04/30/2002 7 106,510 3,770 Average 3,690 2 3 05/21/2002 28 2 4 05/21/2002 28 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 approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~es of other apparently similar or identical materials. Page 2 of 4 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021029.0238 Service Date: April 23, 2002 Client: Transwestern CommerCial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 5:57am Supplier: Potter Truck No: 109 Mix I.D. No.: 9337 Plant: 16 Ticket No: 613273 Sample Information Sample Time: 6:20am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 200 Placement Method: Pump Sample Locations: Panel #29 Placement Location: See page 1 Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 1.7 Concrete Temperature,o F: 80 Ambient Temperature, o F: 61 Plastic Unit We!ght, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 3 1 6.00 28.27 3 2 6.00 28.27 Specification Test Method Date Tested 04/30/2002 04/30/2002 3 3 05/21/2002 3 4 05/21/2002 ASTM C-143 ASTM C-231 ASTM C1084 ASTM C-1064 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 107,780 3,810 7 113,380 4,010 Average 3,910 28 28 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 shell I~ot be reproduced except In full without the written approval of Terracon. 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. Page 3 of 4 a,.~s~o~-F~.~w .coNCRETE COMPRESSIVE STRENGTH TEST Report NUmber: 94021029.0238 Service Date: April 23, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suits #100 Dallas, Texas 75247 (214) 630-1010 Report Date: May 06, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Specified Strength: 3000 Psi @ 28 Days Batch Time: 6:58am · Supplier: Potter Truck Ne: 106 Mix I.D. No.: 9337 Plant: 16 Ticket No: 613283 Sample Information Sample Time: 7:25am Date Cast: April 23, 2002 Technician: Marvin Arandia Weather Conditions: Cloudy Accumulative Yards: 300 Placement Method: Pump Sample Locations: Panel #25 Placement Location: See page 1 Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 1.4 Concrete Temperature, o F: 80 Ambient Temperature, o F: 65 Plastic Unit Weight, pcf: Laboratory Test Data Specification Test Method ASTM C-143 ASTM C-231 ASTM C1064 ASTM C-1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 4 1 6.00 28.27 04/30/2002 7 110,030 3,890 4 2 6.00 28:27 04/30/2002 7 104,510 3,700 Average 3,800 4 3 05/21/2002 28 4 4 05/21/2002 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Marvin Arandia Report Distribution: (1) Transwestem Commercial Services (1) O'Brien & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell - Bldg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC Engi~ring Eugene Harbour Principal 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 wdtten approval of Tenaco~. 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. Page 4 of 4 o,.~s.~.~