Country Estates-LR 920921Rorie Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
Field Moisture/Density Test Report
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Project sF~ Comer,
COUNT Y ESTATES "~
Number Sa mple Date
_
D2211A-01-19209 SEPT. 15 1992 21
1992
H.T. ARDINGER C O NATHAN MAIER
Received From Technician
~ TED NICHOLAS CRONE)
Test +
L Moisture Content (%) Density (pcf) Percent
No. OCatfOCl Field Optimum Proctor Field Density
42 LOT 11, BLOCK A 19.0 16.5 108.2 105.0 97.0
LIFT/DEPTH 4' TO FP
MATERIAL TN & BR SI CL
43 LOT 12, BLOCK A 17.0 16.5 108.2 102.8 95.0
LIFT/DEPTH 7' TO FP
MATERIAL TN & BR SI CL
44 LOT 11, BLOCK A 18.0 16.5 108.2 104.0 96.0
LIFT/DEPTH 3' TO FP
MATERIAL TN & BR SI CL
45 LOT 11, BLOCK A 18.0 16.5 108.2 105.0 97.0
LIFT/DEPTH 2' 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 COPPE LL/LARRY DAVI S (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
o.. .. e.. ee.~
urvii i a 1 iuNS: fhe test results presented herein were prepared based upon the specific samples provided for tesiing. We assume no responsibility for
variation in quality (composdioa, appearance, performance, etc.} or any other feature pf similar subject matter provided by persons or conditions over which
,~ have no control. Our lettero and reports are for the exclusive use of the clients to whom they are atldressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
~~
Field Moisture/Density Test Report ~-~
Project
~rtiec
COUNTRY ESTATES
Number Sample Date Report a ~ _
D2211A-O1-19209 SEPT. 15 1992 P`F- ~-2.1 1992
To
H.T. ARDINGER C O NATHAN MAZER
Received From Technician
TED NICHOLAS BONE
Test
L
ti Moisture Content (%) Density (pcf) Percent
No. oca
on Field Optimum Proctor Fietd Density
46 LOT 12, BLOCK A 20.0 16.5 108.2 104.0 96.0
LIFT/DEPTH 6' TO FP
MATERIAL TN & BR SI CL
47 LOT 12, BLOCK A 19.0 16.5 108.2 102.8 95.0
LIFT/DEPTH 5' TO FP
MATERIAL TN & BR SI CL
48 LOT 13, BLOCK A 17.0 14.9 107.8 104.6 97.0
LIFT/DEPTH 2' TO FP
MATERIAL DK BR SI CL
49 LOT 13, BLOCK A 16.0 14.9 107.8 102.4 95.0
LIFT/DEPTH 1' TO FP
MATERIAL DK BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distrihution
H.T. ARDINGER C/O NATHAN MAZER/MIKE GARRETT (1 ), NATHAN D. MAZER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS {1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
o,,.,e ~.,,,,.,ee.~
Um1I n I IUNS: i he test results presented herein were prepared basetl upon the scecific samples provided for testing. We assume no responsibility for
vanalion in Quality (composition, appearance, performance, etc.( or an other feature of similar subject matter provitled by persons or conditions over wnich
~e have no control. Our letters and reports are for the exclusive use ofrthe clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngin
+)1~~
li31r-_ ~~ P,-,
Field Moisture/Density Test Report
Project Pur e r rr,-..,-.
COUNTRY ESTATES '
Number Sample Date Date _
D2211A-O1-19209 SEPT. 15 1992 SEP 19'2
To
H.T. ARDINGER C O NATHAN MAIER
Received From Technician
TED NICHO LAS CRONE)
Test +
IOn
LOCa Moisture Content (%)
ti
F
O Density (pc
Pr
ctor f)
Field Percent
Densit
No. I mum
ield
p o y
50 LOT 11, BLOCK A 20.0 16.5 108.2 104.9 97.0
LIFT/DEPTH 1' TO FP
MATERIAL TN & BR SI CL
51 LOT 12, BLOCK A 19.0 16.5 108.2 104.3 96.0
LIFT/DEPTH 4' TO FP
MATERIAL TN & BR SI CL
52 LOT 12, BLOCK A 17.0 16.5 108.2 104.3 96.0
LIFT/DEPTH 3' TO FP
MATERIAL TN & BR SI CL
53 LOT 12, BLOCK A 20.0 16.5 108.2 102.8 95.0
LIFT/DEPTH 2' 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 sceufic samples provided for testing. We assume no responsibwry ror
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
re have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
R~gi n
1~11r~" ~--r....._
Field Moisture/Density Test Report ~ `r ;_~
P roiect P e Order
~ ~ ~ '`'
COUNTRY ESTATES
Number Sample Date Date
D2211A-O1-19209 SEPT. 15 1992 SEPT.._~ 1992
To - _,_
H.T. ARDINGER C O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test
Location Moisture Content (%)
ti
i
O Density (pcf)
r Field
Pr
t Percent
Densit
No. mum
F
eld
p oc
o y
54 LOT 12, BLOCK A 17.0 16.5 108.2 105.3 97.0
LIFT/DEPTH 1' 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 soecitic samples provided for testing. We assume no responsibi8ty for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
ire have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed.