Park Meadow-LR 851011Maxim Engineers Inc.
Geotechnical
Materials Testing
Consultants
2342 Fabens
P,O. Box 59902
Dallas, Texas 75229
(214) 247-7575
In-Place Density of Soil
Report Date
To
10/11/85 Sample Date 10/10/85
Coppell Municipal Utilti'ty District, c/o Pierce-Lunsford Associates, Inc.
Pro~ect
Park Meadow '~.;- Coppell, Texas
Material
Maximum D~J Density Optimum Moisture
(Lbs./Cu. Ft.) (Percent)
1. Brown & gray clay with tan shaley clay 101,5 19.9
2. Brown and light brown sandy clay and some gravel 101.3 16.2
3. Brown and tan sandy clay with shaley clay and '108.0 17.9
gravel
Density Test Methods:
ASTM D2922 & D3017 ASTM D698
Method of Compaction:
Test
No.
""6
~ 7
~8
* Does
Matedal Lift
No.
Dry Moisture Content
Density (%)
Location I Lbs./Gu. Ft.
1
2
3
3
3
2
1' below Backfill, over sanitary 98.2
grade lateral, to lot #2, block #6
6' below Backfill, on sanitary 102.4
grade lateral, to lot #4, block #6
2' below ~ Backfill, on sanitary 1.14.6
grade lateral, to lot #6, block #6
At grade Backfill, on sanitary 109.1
lateral,' to lot #8, block #6
1' below Backfill, on sanii:ary 109.7.
grade - lateral, to lot #10, block. #6
Final Backfill, on sanitary 103.3
lateral, to lot #12, block #6
not meet project specifications .for Moisture Content
Percent (%) of
Maximum Dry Density
17.0
96.7
'12.6'
'16.8
14.2
106.1
101.0
101.6
102.0
Remarks and/or Distribution
Technician: C.B./ls
Distribution:
Coppell Municipal Utilities District,
Coppell Municipal Utilities District,
Threadgill, Dowdey & Associates, - Inc.
Ginn, Inc. - Steve Remington ~-~
Maxim Engineers, Inc.
3155-410236-
c/o Pierce-Lunsford AssOciates, Inc.- Jeff Hawkins
c/o Pierce-Lunsford Associates, Inc.- Mike Garrett
- George. Dudley
Reviewed by: ~