Park Meadow-LR 851217Maxim Engineers Inc. 2342 Fabens
Geotechnical P.O, Bbx 59902
Materials Testing Dallas. Texas 75229
Con~l iIt~nf~ (~)! ~) 2'!7 7575
Moisture/Density Relations of Soil
REVISED COPY (12/17/85) - PROJ
DISTRIBUTION
m
m
CHANGE
Report Date
To
Project
Test Procedure
Method
12/17/85 S, mp~e D~te
11/08/85
Coppell Municipal Utility District c/o Pierce-Lunsford
Associates, Inc.
*Park Meadow II - Coppell, Texas
ASTM D 698
A
Resulm
Rammer Type ........................
Preparation Procedure ..............
Haterial Description ................
Unified Soil Classification .........
Liquid Limit
Plastic Limit
Plastic Index
Percent Passing No. 200 Sieve ......
Maximum Dry Density ................
Optimum Moisture ...................
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Mechanical
Moi st
Dark gray and reddish brown clay
intermixed with some limestone fragments
and calcareous nodules
CL
41
17
24
68
102.7 lbs./cu, ft.
20.2 percent
'3155-411026
Technician: C.B.
Coppell Municipal Utility District, c/o Pierce-Lunsford Associates, Inc. -
Hawkins
*Coppell Municipal Utility District, c/o Pierce-Lunsford Associates, Inc. -
*Craig Goodpastor
Ginn, Inc. - Steve Pennington
American Developers & Contractors - Glenn Hemphill
Wiseco Land Development - Tom Wise
Jeff
Maxim Englncere, Inc.