Amberpoint BP-LR020322CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0125
Service Date: Mamh 14, 2002
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
(214) 636-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: Mamh 22, 2002
Pro
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:24pm
Supplier: LMC
Truck No: 834
Mix I.D. No.: 44
Plant: 3
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.25
4.1
79
78
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 3141890
Sample Information
Sample Time: 3:45pm Date Cast: March 14, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Crane & Bucket
Sample Locations: See placement location
Placement Location: Manhole Sta. 00+00
Specification Test Method
2.0 Max ASTM C-143
3-5 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested ~ (lbs) ~
03/21/2002 109,650
03/21/2002 108,440
Average 3,860
04/11/2002 28
04111/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppel[ - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm ~nsurance
Reviewed by:
Principal
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 bo 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.