Park Meadow-LR 851115Maxim Engineers Inc. 2342 Fabens
Geotechnical RO, Box 59902
Materials Testing Dallas, Texas 75229
__ (214) 2,¢.Z-75~5
°°n a Tsture/Denslty Relations of Soil
m
m
R®po~ Date 11/15/85
TO Coppel I Municipal
Associates, Inc.
Proi.ot Park Meadow II -
Test Proced-r® ASTM D 698
Method C
s.m¢. D.te 11/13/85
Utility District c/o Pierce-Lunsford
Coppell, Texas
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 ...................
C1 assification .........
Mechanical
Moist
Brown clayey sand
much gravel
SC
On site Natural
22
13
9
34
125.1 lbs./cu, ft.
10.3 percent
with cl ay
bal 1 s
and
3155-411026
Technician: R.E.D.
/tg
Distribution:
Coppell Municipal Utili.ty District
Inc. - Jeff Hawkins
Coppell Municipal Utility District
Inc. - Craig Goodpastor
Ginn, Inc. - Steve Pennington--~'
Wiseco Land Development - Tom Wise
American Developers & Contractors -
c/o Pierce-Lunsford Associates,
c/o Pierce-Lunsford Associates,
Glen Hemphill
Maxim Englneem, Inc.