Stonemeade-LR 930421MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Eng and Environmental Consultants (214) 247 -7575 a FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date 04/21/93
Client Centex Real Estate
Project Name Stonemeade Estates - Paving - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 95+
Sample Date 04/05/93
Project Number 0393000701
Method of Compaction ASTM D698
Project Moisture Req'd -2 to opt +4
Material
Number
1
Description
Dark brown clay (lime treated)
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture %
96.8 22.7
Test
Material
Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(Ibs /cu. ft.)
Content ( %)
Dry Density
1
1
Final
Paving crosstimbers, station 4 +50,
96.5
*20.5
99.7
centerline
2
1
Final
Paving crosstimbers, station 1 +50,
87.9
*21.7
* *90.8
centerline
3
1
Final
Retest of #2, paving crosstimbers, station
93.9
24.6
97.0
1 +50, centerline
4
1
Final
Retest of #1, paving crosstimbers, station
92.0
26.4
95.0
4 +50
* Does not meet moisture requirements.
** Does not meet density requirements.
Technician: R. Pleasant
/br
Centex Real Estate Corporation - Derek Earle, P.E.
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. 02806
MAUI[ FNGiEERS. ING Ib-�L'
MAXIM 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 I
Report Date
04/21/93
Sample Date
04/08/93
Client
Centex Real Estate
Project Number
0393000701
Project Name
Stonemeade Estates - Paving - Coppell, Texas
Content ( %)
Dry Density
Density Test Method
ASTM D2922 and D3017
Met iod of Compaction
ASTM D698
Project Density Req'd
95+
Project Moisture Req'd
opt +4
Material
Number Description
1 Dark brown clay (lime treated)
2 Dark brown clayey sand (lime treated)
Proctor Results
Maximum Dry Density (pcf)
96.8
109.9
Optimum Moisture %
22.7
16.1
Test
Material Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
13
1
Crosstimbers, station 2 +00, centerline
92.8
*22.3
95.9
14
1
Garden Grove, station 1 +50, centerline
90.9
24.0
* *93.9
15
1
Garden Grove, station 1 +50, centerline
88.6
26.7
* *91.5
16
2
Flintshire Way, station 4 +50, centerline
105.9
*18.7
96.4
17
1
Stonemeade Way, station 5 +00, centerline
96.1
*20.4
99.3
18
1
Stonemeade Way, station 1+25
97.3
*21.8
100.5
19
1
Retest, Hertz Road, station 5 +00
98.1
*19.0
94.0
• Does not meet moisture requirements.
• Does not meet density requirements.
Technician: R. Pleasant
/br
Centex Real Estate Corporation - Derek Earle, P.E.
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. '
su7ma ENGRrgts,
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
IN —PLACE DENSITY OF SOIL
Report Date
04/21/93
Sample Date
04/08/93
Client
Centex Real Estate
Project Number
0393000701
Project Name
Stonemeade Estates - Paving - Coppell, Texas
Final
Retest #19, Hertz Road at station 5 +00,
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
95+
Project Moisture Req'd
Opt +5
Material
Number Description
1 Dark brown clay (lime treated)
2 Brown sandy clay (lime treated)
Proctor Results
Maximum Dry Density (pct) Optimum Moisture %
96.8 104.4
104.4 17.5
Test
Material
Lilt
Location
Number
Number
-
24.0
20
1
Final
Retest #19, Hertz Road at station 5 +00,
93.3
24.1
96.4
same date
21
1
Final
Retest #17, Stonemeade Way, station 5 +00,
96.3
92.4
26.3
same date
22
1
Final
Retest #14, Garden Grove at station 1+50,
same date
23
2
Final
Crosstimbers, station 6 +50
24
2
Final
Retest #7, Brushy Creek at station 1 +00,
same date
25
1
Final
Retest #23, Crosstimbers at station 6 +50,
same date
26
1
Final
Retest #18, Stonemeade Way, at station
1+25, same date
All densities meet project specifications unless otherwise noted.
Technician: D. Pierson
/br
Centex Real Estate Corporation - Derek Earle, P.E.
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
does t� present identical or similar samples.
Dry Density
Moisture
% of Maximum
(lbs /cu. ft.)
Content (%)
Dry Density
-
24.0
96.1
94.6
26.8
97.7
93.3
24.1
96.4
99.5
18.3
95.2
100.5
21.4
96.3
92.4
26.3
95.5
92.8
23.5
95.9
This re po lies only to the sample tested, and
02803
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