Stonemeade-LR 921217MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
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IN -PLACE DENSITY OF SOIL
Report Date 12/17/92
Client Real Estate
Project Name Stonemeade Estate Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95 - 102
Sample Date 12/04/92
Project Number 0392002035
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
IWojsture /Density Relations
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
1 Dark brown clay with roots and calcareous nodules 101.6 19.9
2 Dark brown clay with calcareous nodules 99.3 20.9
Test flesults
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
1
1
Natural
Block A, lot 35, center of pad
101.0
23.7
100.6
2
1
Natural
Block A, lot 33, center of pad
101.0
23.1
100.6
3
1
Natural
Block A, lot 31, center of pad
101.8
25.0
100.2
4
1
Natural
Block A, lot 29, center of pad
101.0
22.0
99.4
5
1
Natural
Block A, lot 27, center of pad
97.2
23.7
95.7
6
1
Natural
Block A, lot 21, center of pad
102.4
20.8
100.7
7
1
Natural
Block A, lot 19, center of pad
103.1
20.7
101.5
8
2
Natural
Block A, lot 7, center of pad
101.0
25.7
101.7
9
2
Natural
Block A, lot 3, center of pad
98.1
25.1
98.8
10
2
Natural
Block A, lot 5, center of pad
100.9
24.1
101.6
11
1
Natural
Block A, lot 43, center of pad
101.5
22.2
99.9
All densities meet project specifications unless otherwise noted.
Technician: R. Pleasant
/cey
Centex Real Estate Corporation - Derek Earle
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
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. S M001
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MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
1N -PLACE VEMI I Y ur wiL
Report Date 12/17/92
Client Centex Real Estate
Project Name Stonemeade Estates - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95 -102
Sample Date 12/05/92
Project Number 0392002035
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
M6 isturo /D. . sity Relations'
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
1 Dark brown clay with roots and calcareous nodules 101.6 19.9
Test Results
Test
Material
Lift
Number
Number
Dry Density
12
1
Natural
13
1
Natural
14
1
Natural
15
1
Natural
16
1
Natural
Location
Block A, lot 45, center of pad
Block A, lot 47, center of pad
Block A, lot 49, center of pad
Block A, lot 15, center of pad
Block A, lot 53, center of pad
Dry Density
Moisture
% of Maximum
(lbs /cu. ft.)
Content ( %)
Dry Density
103.6
21.1
102.0
100.3
23.8
98.7
101.5
20.1
99.9
100.2
23.1
98.6
102.8
21.3
101.2
All densities meet project specifications unless otherwise noted.
Technician: R. Pleasant
/cey
Centex Real Estate Corporation - Derek Earle
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
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.? SM002
MAIDS( ENGMERM 9W_
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Material
Lift
Location
Dry Density
Moisture
Report Date 12/17/92
Sample Date
12/07/92
Client Centex Real Estate
Project Number
0392002035
Project Name Stonemeade Estates - Coppell, Texas
Dry Density
17
Density Test Method ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd 95 -102
Project Moisture Req'd
opt +5
Moisture /Density Relations
1
Final
Material
Proctor Results
22.1
Number Description
Maximum Dry Density
(pcf) Optimum Moisture %
1 Dark brown clay with calcareous nodules
99.3
20.9
28.9*
91.3 **
20
Test Results
1 st
Block A, lot 20, center of pad
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
17
1
Final
Block A, lot 4, center of pad
99.1
24.8
99.8
18
1
Final
Block A, lot 2, center of pad
95.0
22.1
95.7
19
1
1 st
Block A, lot 18, center of pad
90.7
28.9*
91.3 **
20
1
1 st
Block A, lot 20, center of pad
92.7
26.2*
93.3 **
21
1
1 st
Block A, lot 22, center of pad
91.1
29.7*
91.7 **
* Does not meet moisture requirements.
** Does not meet density requirements.
Technician: R. Pleasant
/cey
Centex Real Estate Corporation - Derek Earle
Rodman Excavation - Rod Vilhouer
City of Coppell - Larry Davis
This report is for the sole use of the client addressed. The use of our company name must receiveour prior written consent. This reportapplies only to the sample tested, and
does not necessarily represent identical or similar samples. SM003
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