Amberpoint BP-LR020412 (2)REPORT OF DRILLED BELLED
Report Number: 94021029.0153
Service Date: March 26, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
PIER OBSERVATION
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 12, 2002 **REVISED
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 pier observation. See the attached sheet(s) for recorded data.
**NOTE: Top of Pier Elevation was revised from 99.5 feet to 99.0 feet on 04/12/02.
Technician: Gerry Graham
Report Distribution: HBC En~g
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp Reviewed by:
(1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd
(1) TechniStructures Inc (1) Halff Associates 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
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REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0158
Service Date: March 27, 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: Apd112, 2002 **REVISED
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.
**NOTE: Top of Pier Elevation was revised from 99.5 feet to 99.0 feet and putting a Time Concrete
was Placed for Pier E/9 on 04/12/02.
Technician: Gerry Graham
Report Distribution: HBC Engineer~
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) O'Brien & Associates Inc (1) Hilt & Wilkinson Ltd Reviewed by:
(1) TechniStructures Inc (1) Halff Associates 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~9~r~.~.,
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