Amberpoint BP-LR020307LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0099
Service Date: February 27, 2002
89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of MateriahOn-site
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 92.3
Optimum Water Content, %: 24.6
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Native, utility line backfill
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Sample Description: Dk & med brown, tan & It brown clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Result Specifications
69
29
40
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distdbution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methcds. 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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