Stonemeade-LR 930419MAXIM 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 04/19/93
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
Project Number
04/06/93
0392000701
Method of Compaction ASTM D698
Project Moisture Req'd Opt +5
Moisture /Density Relations
Material
Number Description
1 Dark brown clay (lime treated)
2 Brown sandy clay (lime treated)
3 Dark brown clayey sand (lime treated)
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture %
96.8 22.1
104.4 17.5
109.9 16.1
Test Results 711
Test Material Lift Location
Dry Density
Moisture
% of Maximum
Number Number
(lbs /cu. ft.)
Content ( %)
Dry Density
6 1 Final Paving Crosstimbers, station 7 +00,
94.1
20.8*
97.2
centerline
7 1 Final Paving Brushy Creek, station 1 +00,
93.4
21.7*
96.5
centerline
8 2 Final Paving Brushy Creek, station 4 +00,
104.9
18.9
100.5
centerline
9 3 Final Paving Rustic Meadow, station 7 +00,
108.1
18.1
98.4
centerline
10 1 Final Paving Rustic Meadow, station 10 +00,
94.7
23.8
97.8
centerline
11 1 Final Paving Hertz Road, station 5 +50, centerline
90.8
20.8*
93.8 **
12 1 Final Paving Hertz Road, station 2 +50, centerline
94.7
23.8
97.8
* Does not project specifications for moisture content percent.
** Does not project specifications for percent of maximum dry density.
Technician: R. Pleasant
/cey
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, and
02805
does not necessarily represent identical or similar samples.
/
/,s
MAXIM ENGOIEERS. BIC
_ /�
MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas, Tx 75229
Engineering and Environmental Consultants (214) 247 -7575 a FAX (214) 4845804
MOISTURE DENSITY RELATIONSHIP REPORT I
Report Date 04/19/93 Sample Date 04/02/93
TO Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ASTM D698A, ASTM D4318
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Dark brown clay (lime treated)
Material Origin ... ............................... On site, Crosstimbers, station 1 +50
Liquid Limit ..... ............................... 32
Plastic Limit ..... ............................... 25
Plasticity Index ... ............................... 7
Maximum Density . ............................... 96.8 lbs. /cu.ft.
Optimum Moisture ............................... 22.7 percent
Technician: B. Lucas
/bk
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. // 01810
MAXEM DKEGMEtS, DW- CGLG� i�
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 a FAX (214) 4845804
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date 04/19/93 Sample Date 04/02/93
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Identification Moisture /Density Relations of Soil
Test Procedure ASTM D698A, ASTM D4318
Results
Rammer Type .... ...............................
Mechanical
Preparation Procedure .............................
Moist
Material Description ..............................
Light brown and yellow brown
sandy clay (lime treated)
Material Origin ... ...............................
On site 4 +50, Flinshire
Liquid Limit ..... ...............................
21
Plastic Limit ..... ...............................
19
Plasticity Index ... ...............................
2
Maximum Density . ...............................
110.0 lbs. /cu.ft.
Optimum Moisture ...............................
14.4 percent
Technician: B. Lucas
/bk
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. 02811
vAi mar2bTusum rNr 4 s
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 a FAX (214) 484 -5804
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date 04/19/93 Sample Date 04/02/93
T Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Identification Moisture /Density Relations of Soil
Test Procedure ASTM D698A, ASTM D4318
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Brown sandy clay (lime treated)
Material Origin ... ............................... On site Brush Creek Trail, station
2 +00
Liquid Limit ..... ............................... 28
Plastic Limit ..... ............................... 25
Plasticity Index ... ............................... 3
Maximum Density . ............................... 104.4 lbs. /cu.ft.
Optimum Moisture ............................... 17.5 percent
Technician: B. Lucas
/bk
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr.
This reportis 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 _ o tested o $
dpyg p AGR�fAri epresentidentic�l or similar samples. t j �-
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
MOISTURE DENSITY RELATIONSHIP REPORT I
Report Date 04/19/93 Sample Date 04/02/93
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Identification Moisture/Density Relations of Soil
Test Procedure ASTM D698A, ASTM D4318
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Dark brown sandy clay (lime treated)
Material Origin ... ............................... On site Rustic Meadows, station
6 +50
Liquid Limit ..... ............................... 21
Plastic Limit ..... ............................... 19
Plasticity Index ... ............................... 2
Maximum Density . ............................... 101.9 lbs. /cu.ft.
Optimum Moisture ............................... 16.1 percent
Technician: B. Lucas
/bk
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 sa�x� le tg ested
d or similar samples. 1 ' J- � L --