Amberpoint BP-LR020401LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0150
Service Date: March 23, 2002
8901 Carpenter Fm/y., 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 01,2002
Project:
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of Material:Pond Overburden
Proposed Use: General Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Maximum Dry Unit Weight, pcf: 118.5
Optimum Water Content, %: 12.1
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: Building Pad, 2' overburden
Sample Description: Dk red clayey sand
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing ~40:
USCS:
Moisture Density Relations
Result
27
17
10
Specifications
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC Engi~
Eugene Harbour
(1) City of Coppell - Constr lnsp (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.
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REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0153
Service Date: March 26, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 01,2002
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 pier observation. See the attached sheet(s) for recorded data.
Technician: Gerry Graham . j
Report Distribution: HBC Eng~r.i,rCg' '
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) O'Brien & Associates Inc (1) Hill & 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 pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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.
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