Bank One-LR031006CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0033
Service Date: September 5, 2003
'lFerracan
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: October 06, 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: 2:18pm
Supplier: LDJ
Truck No: 500
Mix I.D. No.: 50
Plant: 724
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratoq/ Test Data
Result
5.50
1.3
93
95
Ticket No: 116005
Sample Information
Sample Time: 3:40pm Date Cast: September 5, 2003
Technician: Melvin L. Searles
Weather Conditions: Partly cloudy, hot & humid
Accumulative Yards: 5
Placement Method: Direct Discharge
Sample Locations: Pier D/4.2
Placement Location: Pier D/4.2
Specification
3-5
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 09/12/2003
1 2 6.00 28.27 09/12/2003
1 3 600 28.27 10/03/2003
1 4 6.00 28.27 10/03/2003
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 71,360 2,520
7 70,670 2,500
Average 2,510
28 93,690 3,310
28 96,520 3,410
Average 3,360
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: Melvin L. Seades
Repod Distribution:
(1) Sank One Texas NA
(1) City of Coppell TX
(1) Aguirre BuildJn§ Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were pertormed in general accordance with applicabte 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
Page 1 of 1
MORTAR COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0057
Service Date: September 25, 2003
lrerracan
8901 Carpenter FP,W, 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: October 06, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Contractor:
Mortar Supplier: Onsite
Plant:
Specification Requirements:
Strength: 750 psi @ 28 Days
Test Methods:
ASTM C109
ASTM C270
PROJECT DATA
Mortar Mix I.D.: Type N
Placement Date: 09/25/2003 Batch Time: 1:30pm
Time Sampled: 1:35pm By: Michael W. Whyman
Weather Conditions: Partly cloudy
Temperature (F) - Air 75 °F Mortar: 78 °F
Truck No: Ticket No:
Sample Size: 2 x 2 x 2
Sample Location: 2'-4' elevation
Placement Location: Limestone wainscot on S side of bldg.
REPORT OF TESTS
Cube Measured Measured Maximum Compressive
Marked Slump Flow Date Age Load Strength
Set No. (inches) (seconds) Tested (days) (lbs. force) (psi)
1 1 10/02/2003 7 2370 590
1 2 10/23/2003 28
1 3 10/23/2003 28
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Michael W. Whyman
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppel~ 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 shalt 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: 94031289.0061
Service Date: September 27, 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: October 06, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 6:12am Plant: 2
Supplier: LDJ
Truck No: 724
Mix I.D. No.: 50A
Water Added Onsite Before Test:
Field Test Data
Test
Ticket No: 35486
5 Gallons
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 7:30am
Technician: Tom Cleaver
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Approach S of bank
Result Specification Test Method
5.75 ASTM C-143
5.1 ASTM C-231
85 ASTM C-1064
73 ASTM C-1064
Date Cast: September 27, 2003
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 10/04/2003 7 76,280 2,700
1 2 6.00 28.27 10/04/2003 7 74,210 2,620
Average 2,660
1 3 10/25/2003 28
1 4 10/25/2003 28
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: Tom Cleaver
Report Distribution:
(1) Bank One Texas NA
(4) City of CoppelJ TX
(1) Aguirle Building Systems
(1) Oily ol 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 exclusfvely 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
Page 1 of ~
I'erracan
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