ST9801-LR000724TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
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.
TMI Report No.
Report Date
Material Origin:
Sample Location:
Material Description:
Material Use:
DC-99-510
DC-99-510-067
7/24/00
Maximum Dry Density:
Optimum Moisture Percen{:
Test Method(s):
Rammer Description:
Remarks:
Project Information
On-Site
Coppell Road from Sta. 3+50 to 2+50
Light Brown Sandy Clay with Some Gravel
Lime Stabilized Subgrade
Moisture-Density Relationship - Curve No. 7109
Sampled By:
Sample Date:
Tested By:
::::::::::::::::::::::::::::::::::::
.......................... _ _ _ '. _: _
119.0
:-:-- -~-: .... &-: _- _- _-:: ....................
...............................................
...............................................
111.0
101.0
9,0 11.0 13.0 15.0 17.0
Molslure Content (%)
Material Properties and Test Information - Curve No. 7109
116 pcf Liquid Limit: 39 Passing No. 200:
12 % Plastic Limit:
Plasticity Index:
ASTM D698-B, D4318-B
Mechanical
I
M. Kashem
7/18/00
David Augenbaugh
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of I
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
Page 1 of 1
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D~4LL4S FORT WORTH HOUSTON ~4 USTIN LONGVIEW
l l050 tibles 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.
TMI Report No.
Report Date
I
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC-99-510-64B
7/24/00
Maximum Dry Density:
Optimum Moisture Percent:
Test Method(s):
Rammer Description:
Remarks:
Project Information
On-Site
Copeel Road at Sta. 19+00
Brown Clay with Some Gravel
Lime Stabilized Subgrade
Moisture-Density Relationship - Curve No. 7094
Sampled By:
Sample Date:
Tested By:
M. Kashem
7/17/00
David Augenbaugh
100%Saturafon
(Gs=2.65)
104.0
............ .................
............ , ............................
100.0
96.0
16.0 18.0 20.0 22.0 24,0
Moisture Content (%)
Material Properties and Test Information - Curve No. 7094
101 pcf
21%
ASTM D698-B, D4318-B
Mechanical
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of I
this report, or any part therein, is stdctly prohibited without the express wdtten consent of TMI.
Page 1 of 1
I
Liquid Limit: non-plastic Passing No. 200: ,
Plastic Limit: non-plastic
P asticity ,.de×:non-p astic
Preparation Procedure: ~&ist ~ ONA ~ 'E:'~
;...L ........................
tt~.74644~.~:~
· ...
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
l l 050 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.
TMI Report No.
Report Date
I
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC-99-510-64B
7/24/00
Project Information
On-Site
Copeel Road at Sta. 19+00
Brown Clay with Some Gravel
Lime Stabilized Subgrade
Moisture-Density Relationship - Curve No. 7094
Sampled By:
Sample Date:
Tested By:
(G~2.65)
................... ~___
104.0
_ h! .... L ....... { .......
100.0 ,
......
....... ! ........~- ........ ....
............... ~ ...... ~ ---
..............
96.0 -
16.0 18.0 20.0 22.0 24.0
Moisture Content (%)
I
M. Kashem
7/17/00
David Augenbaugh
Material Properties and Test Information - Curve No. 7094
Maximum Dry Density: 101 pcf Liquid Limit: non-plastic Passing No. 200:
Optimum Moisture Percent: 21% Plastic Limit: non-plastic USCS:
Plasticity Index: non-plastic ._.~¢, OF T~..~..~?,~
Test Method(s): ASTM D698-B, D4318-B /c~,'~""""",~' It
Rammer Description: Mechanical Preparation Procedure:/,.lyf~ist ' ;~
,,..,.:' ...........................
Remarks: ~ .....B.R..E..N.D..A...A.:..H.A..N..E.Y.~.~
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page 1 of q
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONNIENTAL AND MATERIALS ENGINEERS
DALLAS FOR T ~'ORTH ttOUSTON A UST1N LONGVIEW
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.
TMI Report No.
Report Date
Material Origin:
Sample Location:
Material Description:
Material Use:
I
DC-99-510
DC-99-510-067
7/24/00
Project Information
On-Site
Coppell Road from Sta. 3+50 to 2+50
Light Brown Sandy Clay with Some Gravel
Lime Stabilized Subgrade
Moisture-Density Relationship - Curve No. 7109
Sampled By: M. Kashem
Sample Date: 7/18/00
Tested By: David Augenbaugh
! I(Gs=21.65) I
.......... 100% Saturation
119.0
115.0
9.0 11.0 13.0 15.0 17.0
Moisture Content (%)
Material Properties and Test Information - Curve No. 7109
Maximum Dry Density: 116 pcf Liquid Limit: 39 Passing No. 200:
Optimum Moisture Percent: 12 % Plastic. Limit: 33 USCS: -,,",'~ %'~'~ ~ 2 '
P astio, / nde×: 6 M nf
: _ , _ ~e..... .....
...L ........................
Remarks: ~ BRE?.?~.~:.~.~
, ,, ~,' .... . ~ "~
Project a ag~'~,~/ ......
Page I of 1