Four Seasons 2R-LR041129LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94041388.0021
Service Date: November 12, 2004
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
'lr'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 29, 2004
Project Number: 94041388
Material Information
Contractor: Hill & Wilkinson
Source of Material:
Proposed Use: Building Pad
USCS:
Laboratory Test Data
Test Procedure:
Test Method:
· Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 94.0
Optimum Water Content, %: 24.8
Sample Information
Sampled By: Armando Rendon
Sample Location: 20' N & 100' W of SE corner of pad
Sample Description: Dark brown clay (lime treated)
Result Specifications
ASTM D 698 Liquid Limit: 50
Method A Plastic Limit: 37
Moist Method Plasticity index: 13
Mechanical % Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report Distribution: Technician:Armando Rendon ~ /.,~/.~ /-~
(1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers f~' J /'J ~'//' ~
(1) City of Coppell TX (1) BCE Specialties Reviewed by: j~~,~ ' {
(1) City of Coppell TX ' Robert' D.- ~-" ~'~
(1) Hardy McCullah/MLM Architects Inc Ray, S.E.T~,,-
Senior Project Ma~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use,~the client
indicated above and shall not be reproduced except in full without the written approval of HBC/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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