Four Seasons 2R-LR050110LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94041388.0050
Service Date: December 28, 2004
'lrerracan
8901 Carpenter Fr~,W, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland J
800 Klein Rd Ste 100J
Piano TX 75074 ~
Report Date: January 10, 2005
Project: BCE Specialties '~----- ~--~-~-~-~-~-~-~-~--
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Contractor: Hill & Wilkinson
Source of Mater[ak
Proposed Use: Building Pad
USCS: CL
Sample Information
Sampled By: Armando Rendon
Sample Location: 30' S & 100' E of NW corner of pad
Sample Description: Dark brown sandy clay
Laboratorv Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 110.7
Optimum Water Content, %: 11.9
ASTM D 698
Method A
Method D
Mechanical
Result
Liquid Limit; 42
Plastic Limit: 16
Plasticity index: 26
% Passing #200: 77.5
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Specifications
Services- Moisture-Density Relations
Report Distribution: t¢-~"/ z¢ Technician:Arma~do Rendon
(1) Hill & Wilkinson LTD ~ J' ~ -~'~ TMBP Consulting Enginee $
(1) City of Coppell TX ~ (1) BCE Specialties
(1) City of Coppell TX
(1) Hardy McCullah/MLM Architects Inc
Reviewed by:
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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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