ST9801-LR000503TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,~LL,~S FORT tfORTH HOUSTON AUSTIN LONGVIEIf
! 1050/~bles Ln.. Dallas, Texas 75229 phone:(972)488-8800 fax:(972)488-8080
Report of Moisture-Density Relationship
City of Coppoll
Coppell Road improvements
Report Distribution City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
TMI Project No.
TMI Report No.
Report Date
I
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC99-510-29
05/03/00
Project Information
Onsite/Native
Station 39+00
Brown Clayey SAND, w/some gravel, cement-treated
Cement Stabilized Subgrade
Moisture-Density Relationship -Curve No. 6912
Sampled By:
Sample Date:
Tested By:
119.0
115.0 ] . --
111,0
107.0
9.0
DD=115.~
O
100% Saturation
(Gs=2.65)
I
M. Kashem
04/26/00
Charles Ray
11.0 13.0 15.0 17.0
Moisture Content (%)
Material Properties and Test Information - Curve No. 6912
Liquid Limit: n/a ' . :
Plastic Limit: n/a
Optimum Moisture Percent: 14.5 % PlasticiW Index: n/a /~- ..........
Test Method(s): ASTM D~g8-B "" '%.
Retainer Description: Mechanical Preparation Procedure: Mo~ ..................
tID. H~OE
.... ....::..:...
....
The results presented in this report pertain only to the specific items tested. This repod was produced for the exclude of the client. Any reprodu~l
this repo~, or any part therein. is strictly prohibited without the express written consent of TMI.
Page 1 of 1
TERRA-MAR
Client
Project
GEOTECHN1CAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT kVORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln.. Dallas, Texas 75229 phone:(972)488-8800 fax:r972)488-8080
Report of Moisture-Density Relationship
City of Coppell
Coppall Road Improvements
Report Distribution City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
TMI Project No.
TMI Report No.
Report Date
I
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC99-510-28
05/03/00
Project Information
Onsite/Native
Station 42+00
Brown Clayey SAND. w/some gravel, cement-treated
Cement Stabilized Subgrade
Moisture-Density Relationship - Curve No. 6911
Sampled By: M. Kashem
Sample Date: 04/26/00
Tested By: Charles Ray
....
_ . 100%Saturati~
~ . · - (Gs=2,65)
129,0
,
125,0 .........
......
122 pcfI
....
....
121,0
·
. . .
. , ,
117,0
. .
.
I
113,0
4,0 6,0 8,0 10,0 12,0 14,0
Moisture Corltent
Material Properties and Test Information - Curve No. 6911
Maximum Dry Density: 122.5 pcf Liquid Limit: n/a Passing No. 200:
Remarks: ~ASTM D698 B ~t
· ............
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEIf
11050 Ables Ln.. Dallas. Texas 75229 phone.'(972)488-8800 fax.'(972)488-8080
Report of Moisture-Density Relationship
City of Coppell
Coppell Road Improvements
Report Distribution City of Coppell - Kenneth Griffin
City of Coppell - Larry Davis
TMI Project No. DC-99-510
TMI Report No. DC99-510-29
Report Date 05/03/00
I
Material Origin: Onsite/Native
Sample Location:
Material Description:
Material Use:
I
Project Information
Station 39+00
Brown Clayey SAND, w/some gravel, cement-treated
Cement Stabilized Subgrade
Moisture-Density Relationship - Curve No. 6912
Sampled By:
Sample Date:
Tested By:
M. Kashem
04/26/00
Charles Ray
100% Saturation
(Gs=2,65)
·
. .
119,0 .........
.... DD 115i
pcfJ
_ . = ,
115.0 ..............
.
111,0
_
.... I -
- I
107,0 I
9,0 11,0 13.0 15,0 17,0
Moisture Content (%)
Material Properties and Test Information - Curve No. 6912 ~
Maximum Dry Density:115 pcf Liquid Limit:n/a Passing No. 200:
O.t,m.m .o,st.re Perce.t:~,.~ %P,ast,c L,m,t:.,aUSCS:' ~ ~"~P'~,~i~:
Rammer Descrip 'O": Mechanical Preparation Procedure: Mo~t .... ;;~;;;7 .ANEY t ,,~
,. ,.,~ ,~ o,, ~,. o., ,o ,~ ~,,~~.,~..~,~?... '
present ' ' p p ' y p ' ic items tested. This repod was produced for the exclu~ of the client Any reprodu~
J this rep~, or any pa~ therein, is strictly prohibited without the express written consent of TMI. ' ~
Page 1 of I
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT IYORTH HOUSTON AUST/N LONGVIEW
11050 Ables Ln., Dallas. Texas 75229 phone:(972)488-8800 fax:(972)488-8080
Report of Moisture-Density Relationship
City of Coppall
Coppall Road Improvements
Report Distribution City of Coppall - Kenneth Griffin
City of Coppall - Larry Davis
TMI Project No.
TMI Report No.
Report Date
I
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC99-510-28
05/03/00
Project Information
Onsite/Native
Station 42+00
Brown Clayey SAND, w/some gravel, cement-treated
Cement Stabilized Subgrade
Moisture-Density Relationship - Curve No. 6911
129,0
100% Sa turn tion
(Gs=2.65)
Sampled By:
Sample Date:
Tested By:
M. Kashem
04/26/00
Charles Ray
125.0
121.o
117.0
113.0
4.0 6.0
I
8.0 10.0
Moislure Content
12.0
14.0
Material Properties and Test Information - Curve No. 6911
Maximum Dry Density: 122.5 pcf Liquid Limit: n/a Passing No. 200:
Optimum Moisture Percent: 10.5 % Plastic Limit: n/a USCS:
Plasticity Index: n/a ~,~.~,-~,"O"F"T,,~,,~.~ll
Test Method(s) ASTM D698 B ~,~' -ce""' "'L~- ;t~l~l/ ~ 7~ .
amme Description: ' I Preparation Procedure: Moi~.~~"~,,$,~.~~4 ~ %~f~ ~:'"'"
R~- "~ ~, .... . , .....
%..
- , . · .........
P y p ' ' y ~ oh~b~ted w~thout ~he ~xpress wntten c~nsent of TMI. siv ' Page 10 '