ST9801-LR000120TERRA-MAle
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALL4S FORT WORTH HOUSTON AUSTIN LONGYlEW
11050 Able$ Ln., Dallas. Texas 75229 phone:C972)488-8800 fax:(972)488-8080
Report of Moisture-Density Relationship
City of Coppell
Coppell Road Improvements
Report Distribution City of Coppell - Kenneth Gdffin
City of Coppell - Larry Davis
TMI Project No.
TMI Report No.
Report Date
DC-99-510
DC99-510-018
01/20/00
Matedal Odgin:
Sample Location:
Matedal Descdption:
Material Use:
Project Information
On Site
Strom Sewer Station 1 +50 Coppell Road
Tan SAND
Utilities Back Fill
Moisture-Density Relationship - Curve No. 6519
113.0
__ _!__-~ .... . ............
-- -~--:__~--~-_:--t ......... .....
,,,.oir.>,,°,.~iii i'
...... ',__ _i .....a ....! i~"' .....
,,.,.; , :.
, - _ ~
~07.0 ~ I :
e.O ~0 t0,0 q2,0
M~mre C~e~
Sampled By:
Sample Date:
Tested By:
M. Kashem
01/12/00
Charles Ray
Material Properties and Test Information - Curve No. 6519
Maximum Dry Density:
Optimum Moisture Percent:
110.5 pcf Liquid Limit: non-plastic
10.4 % Plastic Limit: non-plastic
Plasticity Index: non-plastic
Test Method(s):
Rammer Description:
Remarks:
ASTM D698-A, D4318-B, D1140
Mechanical
Passing No. 200:
USCS:
Preparation Procedure: Moist
9.7 %
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 stdctly prohibited without the express written consent of TMI.
Page I of I
TirRRA-MAR
Project:
Client:
TMI Project No.:
TMI Report Number:
ReportDate:
Curve Number:
Moisture Density Relationship - Data Sheet
Coppell Road Improvements
City of Coppell
DC-99-510
DC99-510-018
01/20/00
6519
Test Method:
Tested by: Charles Ray
Sampled by: M. Kashem
Rammer type: Mechanical
Prep. method: Moist
Data Point No
ASTM D698-A
Mold No: 4
Mold weight (g): 1864.9
Mold diameter (in): 4.0
Mold volume (cu. ft.): 0.0333
Mold height (in): 4.500
Mold vol/in (cu. ft./in.): 0.007400
1 2 3
..... Z .....i~ '
I "='[ ,
....
4 5 6
Wet Soil + Mold (g)
Mold Weight (g)
Wet Soil (g)
Wet Density (pcf)
Wet Soil + Tare (g)
Dry Soil + Tare (g)
Tare (g)
Dry Soil (g)
To top of sample (in)
Sample height (in)
Moisture Content (%)
Dry Density (pcf)
Zero Air Voids (pcf)
1864.9
3584.5 3665.7 3716.2 3712.9
1864.9 1864.9 1864.9 1864.9
1719.6 1800.8 1851.3 1848.0
113.7 119.1 122.4 122.2
1301.7 1110.9 1356.3 1250.9
1249.1 1030.3 1266.2 1159.9
439.7 102.6 435.8 439.0
809.4 927.7 830.4 720.9
6.5 8.7 10.9 12.6
106.8 109.6 110.4 108.5
141.1 134.4 128.4 124.0
1864.9
Maximum Dry Density:
#Name?
Optimum Moisture Percent: #Name?
Matedal origination:
Sample location:
Material use:
Material description:
On Site
Strom Sewer Station 1 +50 Coppell Road
Utilities Back Fill
Tan SAND
Atterberg Limits
Liquid limit: non-plastic
Plastic limit: non-plastic
Plasticity index: non-plastic
USCS:
Passing no 200:
9.7 %
Remarks:
01/21/00 15:44:21
TERRA-MAR
Client
Project
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,4LI.4S FORT WORTH HOUSTON ~4 USTIN LONGYlEW
1050,4bles 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. DC99-510-018
Report Date 01/20/00
.................................................................................................................................................................................. P.rojec~.+!n~0l~m. at!.o.n ................................................................................................................................................................................................................................
Material Origin: On Site Sampled By: M. Kashem
Sample Location: Strom Sewer Station 1+50 Coppell Road Sample Date: 01/12/00
Material Description: Tan SAND Tested By: Charles Ray
Material Use: Utilities Back Fill
Moisture-Density Relationship - Curve No. 65t9
113.0 I
'L
........ : ......... i (es=z30)
111.0 -- icD~ °'sPcfI
.' _ ,
, I _:,___
~ loo. o '
107.0 I '
I
6.0 8.0 10.0 12.0
Mdslure Content (%)
Material Properties and Test Information - Curve No. 6519
Maximum Dry Density:
Optimum Moisture Percent:
110.5 pcf Liquid Limit: non-plastic
10.4 % Plastic Limit: non-plastic
Plasticity Index: non-plastic
Test Method(s):
Rammer Description:
Remarks:
ASTM D698-A, D4318-B, D1140
Mechanical
Passing No. 200:
USCS:
Preparation Procedure: Moist
9.7 %
ER~INC.~
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 I
Project:
Client:
TMI Project No.:
TMI Report Number:
ReportDate:
Curve Number:
Test Method:
Tested by:
Sampled by:
Rammet type:
Prep. method:
Data Point No
Moisture Density Relationship - Data Sheet
Charles Ray
M. Kashem
Mechanical
Moist
Coppell Road Improvements
City of Coppell
DC-99-510
DC99-510-018
01/20100
6519
ASTM D698-A
Mold No: 4
Mold weight (g): 1864.9
Mold diameter (in): 4.0
Mold volume (cu. ft.): 0.0333
Mold height (in): 4.500
Mold vol/in (cu. ft./in.): 0.007400
I 2 3
.... ZZi_'ZZZI ZZZZ Z Z T
~ ""ZZZZZZ:Z .... zZ7
!--' ....
ZZZ'
' 'P ....""'~"~"i"
4 5 6
Wet Soil + Mold (g)
Mold Weight (g)
Wet Soil (g)
Wet Density (pcf)
Wet Soil + Tare (g)
Dry Soil + Tare (g)
Tare (g)
Dry Soil (g)
To top of sample (in)
Sample height (in)
Moisture Content (%)
Dry Density (pcf)
Zero Air Voids (pcf)
1864.9
3584,5 3665,7 3716.2 3712.9
1864.9 1864.9 1864.9 1864.9
1719.6 1800.8 1851,3 1848.0
113.7 119.1 122.4 122.2
1301.7 1110.9 1356.3 1250.9
1249.1 1030.3 1266.2 1159.9
439.7 102.6 435.8 439.0
809.4 927.7 830.4 720.9
6.5 8.7 10.9 12.6
106.8 109.6 110.4 108.5
141.1 134.4 128.4 124.0
Maximum Dry Density:
#Name?
Optimum Moisture Percent: #Name?
Material origination:
Sample location:
Material use:
Material description:
On Site
Strom Sewer Station 1 +50 Coppell Road
Utilities Back Fill
Tan SAND
Atterberg Limits
Liquid limit: non-plastic
Plastic limit: non-plastic
Plasticity index: non-plastic
USCS:
Passing no 200:
9.7 %
Remarks:
1864.9
01/21/00 15:44:21