Amberpoint BP-LR020424 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0159
Service Date: March 27, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Repo~
Pr '
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 9:08am
Supplier: Potter
Truck No: 101
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.25
61
54
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
I 4 6.00 28.27
Ticket No: 612349
Sample Information
Sample Time: 9:19am Date Cast: March 27, 2002
Technician: Gerry Graham
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Fl10, 1/8, I/9 & 1/10
Placement Location: Piers
Specification Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C- 1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/03/2002 7 119,910 4,240
04/03/2002 7 120,250 4,250
Average 4,250
04/24/2002 28 157,090 5,560
04/24/2002 28 165,700 5,860
A?r~ ~ 5,710
Services - Obtain samples of fresh concrete at the placement locations, perform.~]~ired ~1~sts' and cast compressive
strength samples.
Technician: Gerry Graham
HBC FJ~g
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - BIdg Insp Reviewed by:
(1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd
(1) TechniStructures Inc (1) Halff Associates Eugene Harbour
(1) City of Coppefl - Constr Insp (1) State Farm Insurance 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 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 1 of 1 0, L~w,.0~
REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0228
Service Date: April 19, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Services:
Drilled belled pier observation
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
drilled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Steve Campbell .. j
HBC Engine i
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell- Bldg Insp
(1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd Reviewed by:
Eugene
(1) TechniStructures Inc (1) Halff Associates
(1) City of Coppell ~ Constr Insp (1) State Farm Insurance 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 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 1 of 1 ~gL~w~,~y