Stonemeade-LR 930122MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 a Dallas, TX 75229
Engineering and 6wironmen Consultants (214) 247 -7575 • FAX (214) 484 -5804
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date 01/22/93 Sample Date 01/18/93
To Centex Real Estate
Project # 0392002035
Project Stonemeade Estates - Utilities - Coppell, Texas
Identification Moisture /Density Relations of Soil
Test Procedure ASTM D -698A, ASTM D -4318
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Tan and yellow brown sand
Unified Soil Classification ........................... SM
Material Origin ... ............................... On -Site
Liquid Limit ..... ............................... Non - Plastic
Plastic Limit ..... ............................... Non - Plastic
Plasticity Index ... ............................... Non - Plastic
Maximum Density . ............................... 112.4 lbs. /cu.ft.
Optimum Moisture ............................... 10.5 percent
Technician: J. Gary
/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. 01007
MAXBA ENGDOMM, nac J5V Y i�7
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(21 4) 247 -7575 • FAX (214) 484 -5804
I -PLACE DEN SITY OF SOIL -
Report Date
01/22/93
Sample Date
01/15/93
Client
Centex Real Estate
Project Number
0392002035
Project Name Stonemeade Estates - Utilities - Coppell, Texas
Density Test Method ASTM D2922 and D3017 Method of Compaction ASTM D698
Project Density Req'd 90-100 Project Moisture Req'd Opt, to +5
Material
Number Description
1 Dark Brown Clay with calcareous nodules
2 Brown and Dark Brown clayey sand
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture %
99.3 20.9
112.9 14.7
Test
Material
lift
Location
Number
Number
1
1
2' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
2
1
6' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
3
1
9' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
4
2
Final
Backfill over sanitary sewer, Line B, serve to
lot 42, Station 1 +20
5
2
2.5'
Backfill over sanitary sewer, Line B, Station
below
4 +60
grade
* 90% Density required - location of tests not
under paving.
All densities meet project specifications unless otherwise noted.
Dry Density Moisture % of Maximum
(Ibs /cu. ft.) Content (°A) Dry Density
98.3 23.9 99.0
93.6 25.2 94.2
94.6 24.8 95.3
109.2 14.9 96.7
107.6 17.0 95.3
Technician: J. Gary
/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, and
does not necessarily represent identical or similar samples. sm
NAXEW FNCC 7tSS QIG �.
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens a P.O. Box 59902 a Dallas, TX 75229
(214) 247 -7575 a FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL �tb / I
Report Date 01/22/93
Client Centex Real Estate
Project Name t .- - Stonemeade Estates) Coppell, Texas
Density Test Method `ASSTM -D2922 -and D3017
Project Density Req'd 90-100
Sample Date
Project Number
Method of Compaction ASTM D698
Project Moisture Req'd Opt. to +5
01/15/93
0392002035
Material
Number Description
1 Dark Brown Clay with calcareous nodules
2 Brown and Dark Brown clayey sand
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture %
99.3 20.9
112.9 14.7
777 7
Test Results
Test
Material
Lift
Location
Number
Number
22
1
2' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
23
1
6' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
24
1
9' below
Backfill over sanitary sewer, Line A, Station
grade
1+00
25
2
Final
Backfill over sanitary sewer, Line B, serve to
lot 42, Station 1 +20
26
2
2.5'
Backfill over sanitary sewer, Line B, Station
below
4 +60
grade
* 90% Density required - location of tests not
under paving.
All densities meet project specifications unless otherwise noted.
Technician: J. Gary
/vb
Centex Real Estate Corporation - Derek Earle, P.E.
Rodman Excavation - Rod Vilhouer
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, ad
does not necessarily represent identical or similar samples. sta
Dry Density Moisture % of Maximum
(lbs /cu. ft.) Content (%) Dry Density
98.3 23.9 99.0
93.6 25.2 94.2
94.6 24.8 95.3
109.2 14.9 96.7
107.6 17.0 95.3