Coppell BC3-LR010302CONCRETE COMPRESSIVE S~NGTH TEST
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 02, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 20, 2001
94001487
94001487.0021
Material Information
Specified Strength: 5000 psi @ 28 Days
Batch Time: 11:28am
Supplier: TXI
Truck No: 541
Mix I.D. No.: 153
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
Plant: 31
Ticket No: 2828376
Sample Information
Sample Time: 12:25pm
Technician: Mike Shields
Weather Conditions: Sunny, dry
Accumulative Yards: 10
Placement Method: Direct discharge
Sample Locations: NE corner of pad
Placement Location: West generator pad
1 1 6.00
1 2 6.00
1 3
I 4
Result Specification Test Method
7.50
72
68
6-9 ASTM C-143
N/A ASTM C-172
ASTM C-39
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/27/2001 7 126,600 4,480
02/27/2001 7 120,940 4,280
Average 4,380
03/20/2001 28
03/20/2001 28
Services -
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Mike Shields
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
n ' e
Reviewed by~
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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.
Page I of I 014.,LW~qD1-FUlU. Key
CONCRETE COMPRESSIVE S~?~,~ ,NGTH TEST
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
di~ion
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 02, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 20, 2001
94001487
94001487.0021
Material Information
Specified Strength: 5000 psi @ 28 Days
Batch Time: 11:28am
Supplier: TXI Plant: 31
Truck No: 541 Ticket No: 2828376
Mix I.D. No.: 153
Field Test Data
Test
Sample Information
Sample Time: 12:25pm
Technician: Mike Shields
Weather Conditions: Sunny, dry
Accumulative Yards: 10
Placement Method: Direct discharge
Sample Locations: NE corner of pad
Placement Location: West generator pad
Result
Specification Test Method
Slump, inches: 7.50 6-9 ASTM C-143
Air Content, %: N/A ASTM C-172
Concrete Temperature, o F: 72 ASTM C-39
Ambient Temperature, o F: 68
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1 1 6.00 02/27/2001 7 126,600 4,480
1 2 6.00 02/27/2001 7 120,940 4,280
Average 4,380
I 3 03/20/2001 28
1 4 03/20/2001 28
Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Technician: Mike Shields
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed
n ' e
by:~
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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 net necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1 ~-~w~.~.~.,