Amberpoint BP 2R-LR060329LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051418.0288
Service Date: March 15, 2006
'lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 29, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
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 Fiji
USCS: CL
Sample Information
Sampled By: Francisco Morillo
Sample Location: Building ~6
Sample Description: Light brown sandy clay (lime treated)
Laboratorl/ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 95.1
Optimum Water Content, %: 24.9
Result Specifications
ASTM D 698 Liquid Limit: 43
Method A Plastic Limit: 32
Moist Method Plasticity Index: 11
Mechanical % Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
/- -% \
Services- Moisture-Density Relations
Report Distribution: Technician: Francisco Morillo
(1) Transwestern Commercial Sea, ices (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) City of coppell TX Husse[n H. Abusaad, P.E.
(1) O'Brien & Assoc Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test reethods. This repod is exclusively for the use of the cJient
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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials