Amberpoint BP 2R-LR060306CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0222
Service Date: February 24, 2006
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:49am Plant: 2
Supplier: Potter Concrete
Truck No: 123 Ticket No: 103221
Mix I.D. No.: 7752
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
1
2
3
4
Sample Information
Date Cast: February 24, 2006 Time: 9:35am
Technician: Daniel J. Drogos
Weather Conditions: Overcast, cool
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement
Result Specification Test Method
4.75 3-5 ASTM C143
3.4 3-6 ASTM C231
60 ASTM C1064
57 ASTM C1064
143.2 ASTM C138
Age at Maximum Compressive
Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 03/03/2006 7 128,870 4,560
03/24/2006 28
03/24/2006 28
04/21/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform 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 consent of our company. 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0222
Service Date: February 24, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 10:00am Plant: 2
Supplier: Potter Concrete
Truck No: 109 Ticket No: 103232
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump1 inches: 5.00
Air Content, %: 3.5
Concrete Temperature,o F: 63
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf: 143.7
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: February 24, 2006 Time: 10:13am
Technician: Daniel J. Dmgos
Weather Conditions: Ovemast, cool
Accumulative Yards: 330
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
2 1 6.00 28.27 03/03/2006 7 134,430
2 2 03/24/2006 28
2 3 03/24/2006 28
2 4 04/21/2006 56
4,750
Services - Obtain samples of fresh concrete at the placement locations, perform 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 Jn full without the written consent of our company. 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0222
Service Date: February 24, 2006
'Jrerracon
8901 Carpenter Fn, vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 06, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 11:09am Plant: 2
Supplier: Potter Concrete
Truck No: 102 Ticket No: 103237
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.75
Air Content, %: 3.9
Concrete Temperaturep F: 60
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf: 142.8
Sample Information
Date Cast: February 24, 2006 Time: 11:28am
Technician: Daniel J. Drogos
Weather Conditions: Overcast, cool
Accumulative Yards: 365
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #3
Placement Location: Pavement
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM C1064
ASTM C138
Laborator~ Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 600 28.27 03/03/2006 7 131,270
3 2 03/24/2006 28
3 3 03/24/2006 28
3 4 04/21/2006 56
4,640
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
/I
(1) Transw~stern Commerciel Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStruclures Reviewed by:
(1) City of Coppell TX Hussein H, Abusaed, P.E.
(1) Rogers O'Bden Construction Co 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 consent of our company. 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.