Country Estates-LR 920918Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers~
~~
Field Moisture/Density Test Report
Project P urchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-19069 SEPT. 4, 1992 SEPT. 18, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
GARY MOORE CRONE)
Test +
ation
L Moisture Content (% )
ti
O Density (pcf)
Proctor Field Percent
Density
No. OC mum
p
Field
19 8" SANITARY SEWER 23.0 17.9 104.9 100.2 95.0
LINE B, STA: 1+25
LIFT/DEPTH 2.5' BELOW F
MATERIAL GR SA CL
20 SANITARY SEWER SERVICE 18.0 17.9 104.9 100.2 99.0
LOT 1
LIFT/DEPTH 2' BELOW FNL
MATERIAL GR SA CL
21 8" SANITARY SEWER 23.0 17.9 104.9 101.0 96.0
LINE B, STA: 2+10
LIFT/DEPTH 2.5' BELOW F
MATERIAL GR SA CL
22 8" WATER, SHOREWOOD DR. 21.0 17.9 104.9 105.8 101.0
STA: 4+50 (PAVING STA.)
LIFT/DEPTH 2' BELOW FNL
MATERIAL GR SA CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT ( 1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rone Engineers
LIMITATIONS: The test results presented herein were prepared based upon the sOeCiflc samples prowaea ror [esong. .e n»w~~e ~~., ~~>w~~~~~„"~ ~~,
variation in quality (composition, appearance, performance, etc.) or any other feature or similar subject matter provided by persons or conditions over which
we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers ~ ~ ~ r -~ ~-. ~~~
C~ 0~' iw~ ~~,li RoneEngineers
Geotechnical Consultants ---~-; ~ ~ ~{
Materials Testing ' ~~
~ SEP 2 5 i~~~~
Field MoisturefDensity Test Rep ______
Project -
l Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-19099 SEPT. 9, 1992 SEPT. 18, 1992
To
H.T. ARDINGER C/0 NATHAN MAIER
Received From (Technician
TED NICHOLAS CRONE)
Test +
LOC3tiOf1 Moisture Content (%)
Fi
ti
ld O Density (pcf}
Field
Pr
t Percent
Den
it
No. ~ mum
e
p
- or
oc y
s
30 LOT 10, BLOCK A I
18.0 16.5 108.2 104.9 97.0
LIFT/DEPTH 7' BELOW FP
MATERIAL TN BR SI CL
31 LOT 11, BLOCK A 20.0 16.5 108.2 102.8 95.0
LIFT/DEPTH 6' BELOW FP
MATERIAL TN BR SI CL
32 18" STORM DRAIN 20.0 16.5 108.2 102.8 95.0
LINE B, STA: 4+00
LIFT/DEPTH 1.5
MATERIAL TN BR SI CL
33 8" STORM LINE A 17.0 16.5 108.2 104.9 97.0
STA: 2+30
LIFT/DEPTH 2' BELOW
MATERIAL TN BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT (1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVI S (1), E.J. ALFORD/ (1)
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rene Engineers
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no resoonsibiliry for
venation in quality (compowtion, appearance, Performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
we nave no control. Our lette!s and reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
.~ 'nEers
Field Moisture/Density Test Report SEP 2 J ^`~~'
Project Purcha a Order
COUNTRY ESTATES
Ntxnher
Sample Date __
~~
D2211A-O1-19099 SEPT. 9, 1992 SEPT. 18, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test
LOCatIOfl Moisture Content (%)
ti
Fi
l
O Density (pcf}
tor Field
Pr Percent
Densit
No. mum
e
d
p oc y
34 8" SEWER LINE A 18.0 16.5 108.2 103.9 96.0
STA: 0+50
LIFT/DEPTH 1.5' BELOW
MATERIAL TN BR SI CL
35 8" SEWER LINE A 17.0 16.5 108.2 102.8 95.0
STA: 0+50
LIFT/DEPTH 4' BELOW
MATERIAL TN BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT (1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rone Engi eers
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility (or
variation in quality (composition, appearance, performance, etc.l or any other feature of similar subject matter provided by persons or conditions over which
we have no control. Our letters and reports are for the exclusive use ct [he clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
. RoneEngineers
~~~ ~ I ,r
Field Moisture/Density Test Report ~
Project Purc ase ~-`
COUNTRY ESTATES
Numher Sample Date tSt'a3ate
D2211A-O1-19132 SEPT. 10, 1992 SE ,
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test +
IOI1
LOCa M oisture Content ( % )
ti
O Density (pcf )
r Field
P
t Percent
Densit
No. l mum
Field
p roc
o y
36 PAD 10, BLOCK A 19.0 16.5 108.2 105.0 97.0
LIFT/DEPTH 6' TO FP
MATERIAL TN BR SI CL
37 PAD 9 18.0 15.8 108.8 105.5 97.0
LIFT/DEPTH 3' TO FP
MATERIAL TN SA CL
38 PAD 9 20.0 15.8 108.8 103.3 95.0
LIFT/DEPTH 2' TO FP
MATERIAL TN SA CL
39 PAD 10 18.0 16.5. 108.2 103.9 96.0
LIFT/DEPTH 5' TO FP
MATERIAL TN BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT (1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rone Engineers
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. we assume no responsiomry ror
variation in quality (composdion, appearance, performance, etc.) or any other feature of si miler subject matter provided by persons or conditions over which
pro have no co ntroi. Our letters ano r?ports are for the ?xclusive use o the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
e_Engine
~~ -----_ : --.--___ __k.
Field Moisture/Density Test Report ~ 5 l~~
Project Order
COUNTRY ESTATES ~~
Number Sample Date Report Date -- s
D2211A-O1-19132 SEPT. 10 1992 SEPT. 18, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test
cation
L Moisture Content (%)
ti
O Density (pcf)
Field
r
P
t Percent
Densit
No.
o mum
Field ~
p ~
roc
o y
40 PAD 12 17.0 16.5 108.2 102.8 95.0
LIFT/DEPTH 8' TO FP
MATERIAL TN BR SI CL
41 PAD 11 18.0 16.5 108.2 106.0 98.0
LIFT/DEPTH 5' TO FP
MATERIAL TN BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT ( 1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAMS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
~~
Rone Engin ers
UMITATIONS~ The test results presented herein were prepared based upon the specific samples prowled ror lesang. we assume no respvnsrunny w.
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or contlitions over which
~rP have no rontrol. Our letters and reports are for the exclusive use of the clients to venom they are addressed.