SS9901-LR060118A
Construction Materials Testing
and Environmental Consulting
`TexaS CMT Inc.
10044 Monroe Drive - Dallas, Texas 75229 - (214) 352 -6957 - Fax (214) 352 -6972 - www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
T' . . o—..,,. -. xi„ ; lnc_n ] IAt nnPt1 „ l A eTVI r17977 1110 1 7 TlC,9R Pace 1 of 1
C Cent City of Coppell
Material Description
Maximum
Dry
Optimum
Moisture
Densitv
Content
Project: DeForest Lift Station - ( oppell
(Lbs,'CuFt)
percent
Test Date January 14, 2006
1 Brown Silt w /sand
107.3
14.6
Report Date January 18, 2006
Required Density ( Min. 95% -100%
Required Moisture ( /o) Opt. f3% -Sand,
Opt. +4'% -Clay; Opt. t2% -Lime Treated,
Opt. +5 under paving
Mat
Location;Elc�ation(ancLonLift
In -Place
to -Place
Percent
No
Dr% Density
Moisture
Compaction
lest
No
iLbs;CuFt)
Content( °'o)
Probe
Depth
1" Lift
8
50 W of SW corner of lift station
1046
154
974
6"
l
2 °' Lift
9
50 W of SW corner of lift station
107.2
15 7
999
6"
10
1
3r Litt
50 W of SW corner of lift station
103 0
146
95 9
1
4 "' Lift
I I
50 W of SW corner of lift station
1019
147
950
6"
1
5"' Lift
12
50 W of SW corner of lift station
1020
167
95 1
6 "
1
6 "' Lift
13
50 W of SVb corner of lift station
1029
0 19
95 8
6 "
Test results meet project specifications
cc Mr Rick U Dell - C it of( oppell
Mr Todd C I1off- Canter Construction Co
Ms I -rika K. Cooper - Turner Collie& Braden
i11 1 1 0 11-11 ,11 I L1.11 i„ ,II , „I I "I' .-, � P ii „�- .��,�, i� „n,� ., ��..,�.d:���d „�,.�,��a,��a���� „i���u,�:�tr ,d,'a
A
Construction Materials Testing
and Environmental Consulting
`texas CMT Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 3 52-695 7 Fax (214) 352 -6972 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
n ;t" l? n,"tNln A, r I15_(ll1r,t Methnrt ARTM D19T) D3017 D69R Paee I of 1
C Rent: City of Coppell
Material Description
Maximum
Optimum
Dry
Moisture
Density
Content
Project: DeForest Lift Station - Coppell
(Lbs/CnFt)
Percent
Test Date January 16, 2006 (am)
1 Brown silt w /sand
107.3
14.6
Report Date January 18, 2006
Required Density ( %) Min. 95'Y„ - 100%
Required Moisture ( Opt. f3 %, -Sand,
Opt. +4 -Clay; Opt. f2% -Lime Treated,
Opt. +5 under paving
Mat
Locatiun,llevauon(and or) Lift
In -Place
In -Place
Percent
No
Drti Denslt}
Moisture
Compaction
rest
(Ibs,CuFt)
Content ( %o)
Probe
No
Depth
1
7"' Lift
14
30 W of SW corner of lift station
101 9
19.2
976
6"
1
8" Lift
15
25 W of SW corner of lift station
102 1
15.5
95 1
6"
Test results meet project specifications
cl_ Mr Rick ( 1 Dell - C it of C oppell
N1r Todd C 1 toff - Canter C onstruction Co
(\1s Erika K. Cooper- Turner Collie & Braden
1�
�J....�
A
Construction Materials Testing
and Environmental Consulting
`I°exas CMT In
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352 -6972 1 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
nNncih: Report Nn 7 000 - 01161 Method ASTM D2922 D3017 D698 Paee 1 of 1
Client Citv of Coppell
Material Description
Maximum
Optimum
Dry
Moisture
Density
Content
Project: DeForest Lift Station - Coppell
(Lbs /CuF0
percent
Test Date January 16, 2006 (pm)
I Brown Silt w /sand
107.3
14.6
Report Date January 18, 2006
Required Density (° Min. 95'%, -100 %,
Site fill Min. 90%
Required Moisture ( Opt. f3 %, -Sand,
Opt. +4'% -Clay, Opt. f2% -Lime Treated,
Opt. +5 under paving
Mat
Location Elevation (and/or) Lift
In -Place
In -Place
Percent
No
Dry Densnv
Moisture
Compaction
I cst
(l,bSCuFt)
Content (io)
Probe
No
Depth
1
9" Lift
16
West end - SW portion of site
97.5
13 6
909
6"
1
9 "' Lift
L 17
East end - SW portion of site
103 8
18 8
967
-
6"
Test results meet project specifications
ce Mr Rick() Dell - C itv of Coppell t
Mr Todd Iloff Canter Con strUCtiOn CO
Ms Erika K. Cooper - Turner C ollie & Braden
ur. �l�u." 1' In .:Il �Ihc il.k ..l �.I iil.r h..n�l���l_I cv ilL�ali�i
C
A
Construction Materials Testing
and Environmental Consulting
Texas CMT Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352.6957 0 Fax (214) 352.6972 0 www.texascmt.com
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
A -.,— t XT— A 11fir- IA1 NAPti —A ACTM fl')91? 112(117 T)F9R Page 1 of 1
Client' C ity of Coppell
Material Description
Maximum
Optimum
Dry
Moisture
Density
Content
Project DeForest Lift Station - Coppell
(Lbs /Curt)
Percent
Test Date January 13, 2006
1 Brown silt w /sand
107.3
14.6
Report Date January 18, 2006
Required Density (oo) Min. 95% -100%
Required Moisture (%) Opt. ±3'Y.
Opt. +4 %,-Clay; Opt. t2'% -Lime Treated,
Opt. +5 under paving
Mat
Location,'Hle�auon (and,on Lift
In -Place
to -Place
Percent
No
Dry Density
Moisture
Compaction
I est
i LbsiC Lilt)
Content (" o)
Probe
No
Depth
1
Subgrade
6
12' W of SW corner of lift station
104.3
126
97.2
6"
1
Subgrade
7
20' W of SW corner of lift station
104 1
166
970
6"
Test results meet project specifications
cc Mr Rick() Dell - C itv of Coppell
Mr 'Todd C Iloff- Canter Construction Co
Ms. Erika k. C ooper - Turner C olI re & Braden
1
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