Stonemeade-LR 930125MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 a FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL I
Report Date
01/25/93
Sample Date
01/22/93
Client
Centex Real Estate
Project Number
0392002035
Project Name
Stonemeade Estates - Utilities - Coppell, Texas
112.9
14.7
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
90
Project Moisture Req'd
opt +5
Material
Material
Proctor Results
Location
Number
Description
Maximum Dry Density (pcf)
Optimum Moisture %
1
Dark Brown and Brown Sandy Clay with roots
112.9
14.7
2
Tan and Yellow Brown Sand
112.4
10.5
"I
rhrlr Rrnwn elav with rnnts and calcareous nodules
101.6
19.9
Test Results
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
6
1
Final
8" Sanitary Sewer,
Line D, Station 2 +00
107.4
18.1
95.1
7
1
Final
8" Sanitary Sewer,
Line D, Station 2 +50
106.7
18.6
94.5
8
1
Final
8" Sanitary Sewer,
Line D, Station 3 +00
106.7
17.1
94.5
9
1
Final
8" Sanitary Sewer,
Line D, Station 5 +00
108.3
17.2
95.9
10
1
Final
8" Sanitary Sewer,
Line D, Station 5 +25
107.3
18.2
95.0
11
2
Final
8" Sanitary Sewer,
Line F, Station 0 +40
97.8
23.0*
87.0 **
12
3
Final
8" Sanitary Sewer,
Line D, Station 5 +50
101.1
20.5
99.5
13
1
Final
8" Sanitary Sewer,
Line D, Station 6 +00
106.4
15.8
94.2
14
1
Final
8" Sanitary Sewer,
Line D, Station 5 +50
103.4
16.9
91.5
15
2
Final
Retest of Station 0 +40, Line F
96.3
18.6*
94.7
16
2
Final
8" Sanitary Sewer,
Line F, Station 1 +00
103.1
19.2*
101.4
* Does not meet project specifications for moisture content percent.
** Does not meet project specifications for percent of maximum dry density.
Technician: T. Pickens
/vb
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
does not necessarily represent identical or similar samples.
MAXIM ENGDCMtS, DW_ 25V U A! -)