Bank One-LR031009MORTAR COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0063
Service Date: October 1, 2003
'lFerr can
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 09, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Contractor:
Mortar Supplier:
Plant: On-Site
Specification Requirements:
Strength: 1800 psi @ 28 Days
Test Methods:
ASTM C109
ASTM C270
PROJECT DATA
Mortar Mix I.D.: Type S
Placement Date: 10/01/2003 Batch Time: 10:05am
Time Sampled: 10:15am By: Joseph B. Gordon
Weather Conditions: Clear
Temperature (F)- Air 73 °F Mortar: 79 °F
Truck No: Ticket No:
Sample Size: 2 x 2 x 2
Sample Location: Course 28
Placement Location: Line A from 2 to 4 courses 25-35
Cube
Marked
- Set No,
1
REPORT OF TESTS
Measured Measured Maximum Compressive
Slump Flow Date Age Load Strength
(inches) (seconds) Tested (days) (lbs. force) (psi)
10/08/2003 7 13040 3,260
1 2 10/29/2003 28
1 3 10/29/2003 28
Sen/ices- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Joseph B. Gordon
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppe[I TX
(1) Aguirre Building Syslems
(1) City of Coppe[I 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 ider~tical
materials
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0039
Service Date: September 10, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckaer
8111 Preston Suite 250
Dallas TX 75225
Report Date: October 09, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3000 psi @ 28 Bays
Batch Time: 3:27am
Supplier: LBJ Concree
Truck No: 737 Ticket No: 50214
Mix I.D. No.: 50
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.75
Air Content, %: 1.2
Concrete Temperature,° F: 84
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
sample Time: 4:38am Date Cast: September 10, 2003
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 80
Placement Method: Pump
Sample Locations: Slab-on-grade C.5/2.5
Placement Location: Building slab-on-grade, A-F/l-8
Specification Test Method
3-5 ASTM C-143
N/A ASTM C-231
ASTM C-1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 0911712003
I 2 6.00 28.27 09/17~2003
1 3 6.00 28.27 10/08/2003
1 4 6.00 28.27 10108/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 117,870 4,170
7 117,380 4,150
Average 4,160
28 133,460 4,720
28 134,490 4,760
Average 4,740
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: Joseph B. Gordon
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
Senior Project Manager
The tests were performed in general accordance with ap¢icable 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 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 940312890037
Service Date: September 9, 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 09, 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:
Supplier:
Truck No: Ticket No:
Mix ID. No.:
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
LaboratorF Test Data
Result
6.75
1.4
90
90
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: 12:50pm 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
Specification
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)
09/16/2003 7 54,320 1,920
09/16/2003 7 52,030 1,840
Average 1,880
10~07~2003 28 74,910 2,650*
10/07/2003 28 75,080 2,650*
Average 2,650
Comments: * Does not comply with specified strength. 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) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Husse-i~ 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
Page 1 of 1