Country Estates-LR 920910Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngin
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-18828 AUGUST 18, 19 92 SEPT. 10, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
STEVE JOHNSTON CRONE)
Test
Location Moisture Content (%)
l
F
ti
O Density (pcf)
ld
Fi
P
t Percent
it
D
No. mum
ie
d
p e
roc
or ens
y
12 SHOREWOOD DR, STA: 2+50 17.0 14.9 107.8 99.5 92.0*
N BOUND
LIFT/DEPTH 3.5' BELOW F
MATERIAL DK BR SIL CL
13 ALLEY B, STA: 0+45 18.0 16.5 108.2 107.0 99.0
CENTERLINE
LIFT/DEPTH 2.5' BELOW F
MATERIAL TN & BR SIL CL
14 ALLEY B, STA: 0+80 15.0 14.9 107.8 106.5 99.0
CENTERLINE
LIFT/DEPTH 1' BELOW FNL
MATERIAL DK BR SIL CT,
15 SHOREWOOD DR, STA: 2+50 16.0 14.9 107.8 102.0 95.0
CENTERLINE
LIFT/DEPTH 2.5'BELOW F
MATERIAL DK BR SIL 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
* Does Not Meet Project Specifications
Rone Engineers
t_IMITATIONS: The test results presented herein were prepared based upon the soeciFic samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.} or any other feature of similar subject matter provided by persons or conditions over which
we have no control. Our letters and reports are far the exclusive use of the clients to whom they are addressed.
Rene Engineers
Geotechnicai Consultants
Materials Testing
gineers
~®
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-18828 AUGUST 18, 199 2 SEPT. 10, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
STEVE JOHNSTON CRONE)
Test
N
Location Moisture Content (%) Density (pcf) Percent
o. Field Optimum Proctor Field Density
16 STORM SEWER LINE B, 21.0 17.9 104.9 104.0 99.0
STA: 4+00
LIFT/DEPTH 2' BELOW GRD
MATERIAL GR SA CL
17 STORM SEWER LINE B, 21.0 15.8 108.8 100.7 93.0*
STA: 3+00
LIFT/DEPTH 2' BELOW GRD
MATERIAL TN SA CL
18 STORM SEWER LINE B, 20.0 15.8 108.8 108.2 99.0
STA: 2+00
LIFT/DEPTH 2' BELOW GRD
MATERIAL TN 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 (Z ), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
um~ ~ ra ntJrvp: i ne test reSURS presented herein were prepared based upon the soeCitic samples provided for testing. We assume no responsibility for~ ~ ~~~.~ _.~.y ~~~~~
variatipn in quaiiN IcomposiHon, appearance. performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
•,ve have no control. Our letters and reports are for the exclusive use of the clients to whom [hey are addressed.