Wynnpage Plaza-LR020227Tex&s
CMT,
Irlc.
P.01
10044 Monroe Drive · Dallas, T~xas 75229 * (214) 352-6957 · Fax (214) 352-6972 · www .texascmt. com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
February 27, 2002
Wainscott & Associates
February 11, 2002
Moisture Density Relationship
ASTM D698
Project No: 201-0189
Moisture Repor~ No. ~.
Tes{ Results:
Method ......................................... A
Optimum Moisture Content ........................... t0.0 percent
Maximam Density ................................. I08.8 pounds per cubic toot
Rammer Type ..................................... Manaal
Material Description ................................ Dark Brown Sandy Clay
Material Origin ................................... ?aving Subgrad¢, west end of site
Moisture Preparation Procedure ......................... Air Dry
Liquid, Limit ..................................... 38
Plastic Limit ..................................... 14
Plasticity Index ................................... 24
Percent Passing No. 200 U.S. Sieve ..................... 68
Technician: AT
Mr. Jam~ Bratmn - Stilling/Wain*colt
Mr. Larry Da,tm - City of Coppell - Fa~: 97~,-304-3370
: oug name mb'a r~w~i~ ¢)ar prior writmn ap~oval. Om- ]¢tte. r~ a.~ c*,gnarm
r aFpatemly identical o~' simil~ ptod~t$.
TOTAL P.01