Bank One-LR030912CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289,0014
Service Date: August 14, 2003
']rerracon
8901 Carpenter Frwy, Ste #180
DalJas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 12, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:12am Plant: 02
Supplier: LDJ Ready Mix
Truck No: 723
Mix I.D. No.: 50A
Ticket No: 34742
Sample Information
Sample Time: 12:15pm Date Cast: August 14, 2003
Technician: Eddie A. Elrod
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers- C/8, C.5/8, C.9/8, E/9
Placement Location: Piers- See Report #94031289.0013
Note: The wrong mix was put in piers,
Structural Engineers said to use if air was
B/T 4-6%.
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50
Air Content, %: 4.4
Concrete Temperature, o F: 88
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratorl/ Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 08/21/2003 7
1 2 6.00 28.27 08/21/2003
1 3 6.00 28.27 08/28/2003
1 4 6.00 28.27 09/04/2003
1 5 6.00 28.27 09/11/2003
1 6 6.00 28.27 09/11/2003
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Maximum Compressive
Load Strength
(lbs) (psi)
66,170 2,340
7 62,160 2,200
Average 2,270
14 71,490 2,530
21 74,190 2,620
28 87,330 3,090
28 86,890 3,070
Average 3,080
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 indioative of the properties of other apparently similar or identical
materials
'll'erracan
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Bank One Texas NA Project Number:94031289
Report Number: 94031289.0014
Comments (cont'd):
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. EIrod
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
H~saad, P.E
Senior Project Manager
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 properties of other apparently similar or identical
materials
CONCRETE COIV1PRESSIVE STRENGTH TEST
Report Number: 94031289.0016
Service Date: August 14, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 12, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031 289
Material Information
Specified Strength: 3000 psi @ 28 Days
Sample Information
Sample Time: 1:45pm Date Cast: August 14, 2003
Technician: Eddie A. Elrod
Batch Time: 1:38pm Plant: 02 Weather Conditions: Cloudy
Supplier: LDJ Accumulative Yards: 10
Truck No: 731 Ticket No: 34744 Placement Method: Direct Discharge
Mix I.D No.: 50 Sample Locations: Piers- B/3.6, B.1/7.1, B/5.6, B.1/1.9
Water Added Onsite Before Test: 10 Gallons Placement Location: Piers- See Report #94031289.0013
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 ASTM C-143
Air Content, %: 0.9 ASTM C-231
Concrete Temperature,o F: 88 ASTM C-1064
Ambient Temperature, o F: 88 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 1 6.00 28.27 08/21/2003 7 83,890 2,970
1 2 6.00 28.27 08/21/2003 7 81,880 2,900
Average 2,940
1 3 6.00 28.27 08/28/2003 14 91,750 3,240
1 4 6.00 28.27 09/04/2003 21 100,840 3,570
1 5 6.00 28.27 09/11/2003 28 96,100 3,400
1 6 6.00 28.27 09/11/2003 28 105,680 3,740
Average 3,570
The tests were performed Jn 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 Jn 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 simiJar or identical
materials
'irerracan
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Bank One Texas NA Project Number:94031289
Report Number: 94031289.0016
Comments (cont'd):
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. Elrod
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein~H Abusaad, PE
Senior Project Manager
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 actuar samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials