Park Meadow-LR 851016Maxim Engineers Inc. 2342 Fabens
Geotechnical P.O. Box 59902
Materials Testing Dallas. Texas 75229
Consu!t~nts (2! 4) 2d7 7575
MoistUre/Density Relations of Soil
Report Date
To
Project
Test Procedure
Method
10/16/85
Sample Date 10/07/8 5
Coppell Municipal Utilities District,
Inc.
Park Meadow II - Coppell, Texas
c/o Pierce-Lunsford Associates,
ASTM D 698
A
Results
Rammer Type ........................
Preparation Procedure ..............
Material Description ................
Unified Soil
Material Origin
Liquid Limit
Plastic Limit
Plastic Index
Percent Passing No. 200 Sieve ......
Maximum Density ....................
Optimum Moisture ...................
Classification .........
Mechanical
Moist
Brown and light brown sandy clay with
minimal stones
CL
Natural
32
17
15
61.7
101.3 lbs./cu, ft.
16.2 percent
3155-411026
Technician: R.C.L.
ART
Coppell Municipal Utilities District, c/o Pierce-Lunsford - Jeff Hawkins
Coppell Municipal Utilities District, c/o Pierce-Lunsford - Craig Goodpastor
Ginn, Inc. - Steve Pennington~'~'
Wiseco Land Development - Tome Wise
Maxim Engineers, Inc.