Stonemeade-LR 930311MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date
03/11/93
Sample Date
02/23/93
Client
Centex Real Estate
Project Number
0392002035
Project Name
Stonemeade Estates - Coppell, Texas
(lbs /cu. ft.)
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
95+
Project Moisture Req'd
Sand - _*3
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
1 Brown and dark brown clay sand 112.9 14.7
2 Tan and yellow brown sand 112.4 10.5
T &St Results.
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
35
1
Final
Line E storm sewer, station 0 +50
110.2
17.6
97.6
36
2
Final
Line F storm sewer, station 0 +50
109.8
15.1 *
97.7
37
2
Final
Line F storm sewer, station 1 +75
103.2
16.1 *
91.8 **
38
2
Final
Retest 36, dated 02 -23 -93
112.8
13.5
100.4
39
2
Final
Retest 37, dated 02 -23 -93
113.7
13.5
101.1
* Does not meet required project moisture specifications.
** Does not meet required project density specifications.
Technician: B. Lucas
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
V Zity 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 o r prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SM019
MAYM SMAJMF34K_ ni['
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens 0 P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date
03/11/93
Sample Date
02/23/93
Client
Centex Real Estate
Project Number
0392002035
Project Name
Stonemeade Estates - Coppell, Texas
(lbs /cu. ft.)
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Reci'd
95+
Project Moisture Reci'd
Sand ±3
Material
Number Description
1 Brown and dark brown clay sand
2 Tan and yellow brown sand
Proctor Results
Maximum Dry Density (pcf)
112.9
112.4
Optimum Moisture %
14.7
10.5
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
35
1
Final
Line E storm sewer, station 0 +50
110.2
17.6
97.6
36
2
Final
Line F storm sewer, station 0 +50
109.8
15.1 *
97.7
37
2
Final
Line F storm sewer, station 1 +75
103.2
16.1 *
91.8 **
38
2
Final
Retest 36, dated 02 -23 -93
112.8
13.5
100.4
39
2
Final
Retest 37, dated 02 -23 -93
113.7
13.5
101.1
* Does not meet required project moisture specifications.
** Does not meet required project density specifications.
Technician: B. Lucas
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
,C. W. Young
```City of Coppell - Larry Davis r�J
City of Coppell - Garreth D. Campbell, Sr. 1%
This report is for the sole use of the client addressed. The use of our company name must receive o r prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SM019
MAXIM ENGWEERS. INC