Amberpoint BP 2R-LR060317LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051418.0270
Service Date: March 10, 2006
Client: Tra~n~westem Commercial Services
Attn: David Gunoe~o~,,,
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Fn~,, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 17, 2006
Project: AmberPoint Business Park
- D-;!J;,',u- 4, .5 ..,,d
505 South Royal Lane
Coppell, TX
Project Number: 94051418
Material Information
Contractor: Rogers-O'Brien Construction Co
Source of Material:Native material
Proposed Use: Common Fill
USCS: CH
Sample Information
Sampled By: Francisco Morillo
Sample Location: W of Building #5
Sample Description: Brown clay (lime treated)
Laboratory Test Data
Test Procedure: ASTM D 698
Test Method: Method A
Sample Preparation: Moist Method
Rammer Type: Mechanical
Maximum Dry Unit Weight, pcf: 99.7
Optimum Water Content, %: 21.9
Result Specifications
Liquid Limit: NA
Plastic Limit: NA
Plasticity Index: NA
% Passing #200: NA
% Passing ~40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
Technician: Francisco Morillo
(1) TechniSlructures
(1) Rogers O'Brien Construction Co
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX Reviewed by:
(1) City of Coppell TX busaad, P.E.
(1) O'erien & Assoc Senior Project Manager
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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the Icoation(s) referenced end are not necessarily indicative of the properties of other apparently similar or identical
matedals.
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