Amberpoint BP-LR020416LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0190
Service Date: March 29, 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 16, 2002
Project: A_~mber~oint Building No. 1
~Amberpoint B~.-Pk. @ ~oppell,~
Coppeli, ] e'xao
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of Material: Building Pad Lime Treated Soil
Proposed Use: Building Pad Subgrade
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: 105.2
Optimum Water Content, %: 171
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: Building Pad: B/5
Sample Description: Lt brown silty sandy clay / Lime Treated
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
47
24
23
Zero Air Voids Curve for assumed specific gravity 2.65
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1} O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell ~ Constr Insp
Services- Moisture-Density Relations ............ ,~~ ~
(1) Hill & Wilkinson Ltd Reviewed by:
(1) Halff Associates Eugene Harbou r
(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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