Amberpoint BP-LR020409REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0174
Service Date: April 2, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 09, 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
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates thC
(1) TechniStructures Inc
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HB,~ering
Eugene Harbour
(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
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REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0172
Service Date: April 2, 2002
ENGINEEIL~NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 09, 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 for recorded data.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
?
HBC E ng i~/~
Eugene Harbour
(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 ~s~s,.~F~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0173
Service Date: April 2, 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
Report Date: April 09, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:25am Plant: 16
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9337
Ticket No: 612491
Sample Information
Sample Time: 8:42am Date Cast: April 2, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: D/7-G/7 = 4
Placement Location: Pier
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.50
67
64
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
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)
04/09/2002 7 126,140 4,460
04/09/2002 7 122,060 4,320
Average 4,390
04/30/2002 28
04/30/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
(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
Page 1 of 1