Stonemeade-LR 930128MAXIM ENGINEERS, INC.
Engineering and Environme Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL L.
Report Date 01/28/93
Client Centex Real Estate
Project Name Stonemeade Estates - Utilities - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 90+
Sample Date 01/27/93
Project Number 0392002035
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
Material
Number
1
Description
Brown yellow brown silty sand clay
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture %
119.4 11.7
Test
Material
lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
20
1
Final
Waterline backfill, Hurst Road, Lot 56
115.5
14.0
96.7
21
1
2' below
Waterline backfill, Hurst Road, Lot 58
114.7
13.4
96.0
Final
22
1
Final
Waterline backfill, Hurst Road, Lot 60
114.6
13.9
95.9
23
1
2' below
Waterline backfill, Rustic Meadow, Lot 36
114.3
15.6
95.7
Final
24
1
Final
Waterline backfill, Crooked Tree Court, Lot
114.0
13.7
95.5
41
All densities meet project specifications unless otherwise noted.
Technician: P. Nichols
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. 1 SM008
MA)OM nlcn+tlxs. nac