Bank One-LR030926CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 940312890027
Service Date: August 28, 2003
'lrerracan
8901 Carpenter FnN¥, 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 26, 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: 11:05am
Supplier: LDJ
Truck No: 739
Mix I.D. No.: 50A
Plant: 02
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.78
6.6
95
92
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
Sample Information
Sample Time: 12:30pm Date Cast: August 28, 2003
Technician: Eddie A. Elrod
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: C-.3/1
Placement Location: Grade beam for entire building
Note: Wrong mix designed placed. It was
approved by Structural Engineer before
placement.
Specification
3-5
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/04/2003 7 71,980 2,550
09/04/2003 7 74,390 2,630
Average 2,590
09/25/2003 28 93,760 3,320
09/25/2003 28 92,830 3,280
Average 3,300
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 Ceppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein H. Abusaad, 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
rnateriats
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0026
Service Date: August 28, 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: September26, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 2:23am
Supplier: LDJ
Truck No: 747
Mix I.D. No.: 660AB
Plant: 02
Field Test Data
Test
Ticket No: 34947
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 3:55am Date Cast:August 28, 2003
Technician: Eddie A. Elrod
Weather Conditions: Clear
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Paving
Result Specification Test Method
5.75 ASTM C-143
3.8 ASTM C-231
88 ASTM C-1064
76 ASTM C-1064
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 09~04~2003 7 78,190 2,760
1 2 6.00 28.27 09/04~2003 7 81,850 2,890
Average 2,830
1 3 6.00 28.27 09/25/2003 28 114,600 4,050
1 4 6.00 28.27 09/25/2003 28 117,040 4,140
Average 4,100
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.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclusivety 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 COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0026
Service Date: August 28, 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 26, 2003
Project: Bank One - Coppell TX
616 Nodh Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:05am
Supplier: LDJ
Truck No: 728
Mix I.D. No.: 660AB
Plant: 02
Field Test Data
Test
Ticket No: 49878
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 5:35am Date Cast: August 28, 2003
Technician: Eddie A. Elrod
Weather Conditions: Clear
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.75 ASTM C-143
4.3 ASTM C-231
89 ASTM C-1064
77 ASTM C-1064
Laboratorv 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 09~04~2003 7 73,690 2,610
2 2 6.00 28.27 09~04~2003 7 77,630 2,750
Average 2,680
2 3 6.00 28.27 09/25/2003 28 103,880 3,670
2 4 6.00 28.27 09/25/2003 28 106,140 3,750
Average 3,710
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 o1Coppell TX
(1) Agui[re 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 actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials