Bank One-LR031010CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0042
Service Date: September 11, 2003
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 10, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Specified Strength: 3500 psi @ 28 Days
BatchTime: 1:48am Plant: 2
Supplier: LDJ
Truck No: 747 Ticket No: 116051
Mix I.D. No.: 60
Water Added Onsite Before Test: 25 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratorv Test Data
Sample Information
sample Time: 3:00am Date Cast: September 11,2003
Technician: James C. Blackwell
Weather Conditions: Overcast,mild
Accumulative Yards: 40
Placement Method: Chute
Sample Locations: 50' W & 5' N of NW corner of bldg.
Placement Location: Paving, W side Parking Lot & Entry off of
Denton Tap.
Result Specification Test Method
5.00 ASTM C-143
5.1 ASTM C-231
85 ASTM C-1064
67 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 I 6.00 28.27 09/18/2003 7 105,450 3,730
1 2 6.00 28.27 09/18/2003 7 96,060 3,400
Average 3,570
1 3 6.00 28.27 10/09/2003 28 124,030 4,390
I 4 6.00 28.27 10/09/2003 28 121,860 4,310
Average 4,350
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, peFform 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 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0042
Service Date: September 11, 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 10, 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: 2:32am Plant: 2
Supplier: LDJ
Truck No: 728 Ticket No: 50275
Mix I.D. No.: 60
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.2
Concrete Temperature,° F: 86
Ambient Temperature, o F: 71
Plastic Unit Weight, pcf:
Laboratorv Test Data
Sample Information
Sample Time: 4:22am Date Cast: September 11, 2003
Technician: James C. Blackwell
Weather Conditions: Overcast- Mild
Accumulative Yards: 100
Placement Method: Chute
Sample Locations: 40' W & 20' S of SW corner of bldg.
Placement Location: See page 1
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 09/18/2003
2 2 6.00 28.27 09/18/2003
2 3 6.00 28.27 10~09~2003
2 4 6.00 28.27 10/09~2003
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 77,800 2,750
7 76,310 2,700
Average 2,730
28 108,160 3,820
28 109,990 3,890
Average 3,860
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: James C. Blackwell
Report Distribution:
(~) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City el Coppell TX
Reviewed by:
Hussein H Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, °r 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
materials
Page 2 of 2