Bank One-LR031028CONCRETE 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 28, 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 Result
Slump, inches: 5.75
Air Content, %: 5.1
Concrete Temperature, o F: 85
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf:
Laboratorv Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Ticket No: 35486
5 Gallons
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
Specification Test Method
Date Cast: September 27, 2003
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
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 6.00 28.27 10/25/2003 28 106,810 3,780
1 4 6.00 28.27 10/25/2003 28 103,020 3,640
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: Tom Cleaver
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Agume Building Systems
(~) City of Coppek 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
materials
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l'erracan
Consulting Engineers & Scientists
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0071
Service Date: October 20, 2003
'lFerracon
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 28, 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: 9:47am
Supplier: TXI
Truck No: 71
Mix I.D. No.: 8274
Plant: 41
Field Test Data
Test
Ticket No: 3423761
Sample Information
Sample Time: 10:30am Date Cast: October 20, 2003
Technician: Melvin L. Seades
Weather Conditions: Clear & hot
Accumulative Yards: 5
Placement Method: Diect Discharge
Sample Locations: See placement location
Placement Location: Southeast approach & sidewalk area
Result Specification Test Method
Slump, inches: 3.00 ASTM C-143
Air Content, %: 3.0 ASTM C-231
Concrete Temperature,o F: 85 ASTM C-1064
Ambient Temperature, o F: 77 ASTM C-1064
Plastic Unit Weight, pcf:
Laborator}/ Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No, ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 600 28.27 10/27/2003 7 115,590 4,090
1 2 6.00 28.27 10/27/2003 7 122,890 4,350
Average 4,220
1 3 11/17/2003 28
1 4 11/17/2003 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: Melvin L. Searles
Report Distribution:
(1) Bank One Texas NA
(1) City o[ Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussei~ I~. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exc[usively 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) reCerenced and are not necessarily indicative ol the properties of other apparently similar or identical
materials