Bank One-LR030916CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0037
Service Date: September 9, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(2~ 4) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: September 16, 2003
Project: Bank One - Coppell TX
616 Nodh Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
0 Gallons
0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 12:50pm Date Cast: September 9, 2003
Technician: Michael W. Whyman
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Condenser Pad grade beam and
slab-on-grade and pier caps @ 4D/4.1
Result Specification Test Method
6.75 ASTM C-143
1.4 ASTM C-231
90 ASTM C-1064
90 ASTM C-1064
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 09/16/2003 7 54,320 1,920
1 2 6.00 28.27 09/16/2003 7 52,030 1,840
Average t ,880
1 3 10/07/2003 28
1 4 10/07/2003 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: Michael W. Whyman
Report Distribution:
(1) Sank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppe[I TX
Reviewed by:
acon
Hussein H. Abusaad, PE.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test meth°ds 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 tr-nsmitted herein are only applicabte
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently simitar or identical
materials
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0021
Service Date: August 18, 2003
'lrerracan
8901 Carpenter Fn~vy, 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 16, 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: 8:18am Plant: 02
Supplier: LDJ Ready Mix
Truck No: 731
Mix I.D. No.: 50
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
LaboratorV Test Data
Ticket No: 34767
Result
7.75
1.6
93
91
Sample Information
Sample Time: 9:45am Date Cast: August 18, 2003
Technician: Wesley A. Lawson
Weather Conditions: Sunny, hot
Accumulative Yards: 2
Placement Method: Direct Discharge
Sample Locations: Pier 6
Placement Lgcation: Piers 18, 6, 4, 19
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 08/25/2003
1 2 6.00 28.27 08/25/2003
1 3 6.00 28.27 09/15/2003
I 4 6.00 28.27 09/15/2003
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 74,490 2,630
7 73,060 2,580
Average 2,610
28 101,960 3,610
28 102,800 3,640
Average 3,630
Comments: Not tested for plastic unit weight,
Sen/ices - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Wesley A. Lawson
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppefl TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Huss~ad, 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 er identical
materials
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