Coppell Trade-LR060207 (2) LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051190.0198
Service Date: January 25, 2006
'lFefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 07, 2006
proje~:t: CODOell Trade Center - Bldg C
NWC Sandy LaKen-lu~pu~L r~,wy
Coppell, TX
Project Number: 94051190
Material Information
Contractor: McFadden & Miller
Source of Material:Imported material
Proposed Use: Dock Area Footings
USCS:
Sample Information
Sampled By: Bud E. Thomas
Sample Location: Dock Area Stockpile
Sample Description: Recycled concrete
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 118.2
Optimum Water Content, %: 14.0
Result
ASTM D 698 Liquid Limit: NA
Method C Plastic Limit: NA
Moist Method Plasticity Index: NA
Mechanical % Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Specifications
Services
Report Distribution: Technician: Burl E. Thomas /'~' / /~ ,,./~
(1) Coppell Trade Cenler LP (1) Merdman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppel, TX (1) Macatee Engineering ,nc _R o~)er t_O_, eRc~y~ ~
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.