Country Estates-LR 920827Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
~-
Field Moisture/Density Test Report
Proieci Purchase Order
COUNTR ESTATES
Number Sample Date Report Date
D2211A-O1-18898 AUGUST 24 1992 AUGUST 27, 1992
To
H.T. ARDINGER C O NATHAN MAZER
Received From Technician
TEVE JOHNSTON CRONE)
Test
N +
LOCa
~On Moisture Content (%) Density (pcf) Percent
o. l Field Optimum Proctor Field Density
10 8" SANITARY SEWER 18.0 14.9 107.8 102.5 95.0
LINE A, STA: 4+25
LIFT/DEPTH 3' BELOW
MATERIAL DK BR SI CL
11 8" SANITARY SEWER 19.0 16.5 ,/
108.x` 93.8 87.0*
LINE A, STA: 2+30 /-
/
LIFT/DEPTH 3' BELOW /
MATERIAL TN & BR SI CL
J
,~a®l~ C~
__
* Does not meet project specifications
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/ or Distribution
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
S~~
- ~R~l~v~, f .rti,~~1 lam--.
LIMITATIONS: The test results presented herein were repared based u p p ~ Rone Engineers t
variation in uali p pon the specific sam les rov(ded for testing. We assume no responsi iHty for
q ry (composition, appearance, performance, etc.) or an other feeture of 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
Geotechnica( Consultants
Materials Testing
RoneEngineers
~~
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Numher Sample Date Report Date
D2211A-01-18898 AUGUST 24, 1992 AUGUST 27, 1992
Ta
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
STEVE JOHNSTON CRONE)
Test
N +
LOCa
~On Moisture Content (%) Density (pcf) Percent
o, L Field Optimfxn Proctor Field Density
2 WATER SERVICE BACKFILL 19.0 15.8 108.8 105.5 97.0
S BOUND SHOREWOOD AT
LOT 7, BLOCK A
A LIFT/DEPTH 1.5 BELOW
MATERIAL TN SA CL
3 WATER SERVICE BACKFILL 18.0 17.9 104.9 104.7 100.0
N BOUND SHOREWOOD AT
LOT 6, BLOCK A
LIFT/DEPTH
MATERIAL GR SA CL
4 WATER SERVICE BACKFILL 19.0 17.9 104.9 100.2 96.0
N BOUND SHOREWOOD AT
LOT 5, BLOCK A
LIFT/DEPTH
MATERIAL GR SA CL
5 WATER SERVICE BACKFILL 19.0 16.5 108.2 106.2 98.0
N BOUND SHOREWOOD
AT LOT 8, BLOCK A
LIFT/DEPTH
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
Q~ a ~~
wr.a. ~ ne rest resuas presented nerem were prepared based upon the scecific samples providetl for testing. We assume no responsibility for ~ ~~ ~~~~~~ V
variation in quality jcomposition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
w? have no contrci. Our letters and reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngin
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Numher Sample Date Report Date
D2211A-O1-18898 AUGUST 24, 1992 AUGUST 27, 1992
To
H.T. ARDINGER C/O NATHAN MAIER ,
Received From Technician
STEVE JOHNSTON CRONE)
Test
No +
LOCa t~On M oisture Content ( % } Density (pct } P ercent
. Field Optimum Proctor Field Density
6 WATER SERVICE R 20.0 17.9 104.9 101.7 97.0
N BOUND SHOREWOOD AT
LOT 10, BLOCK A
LIFT/DEPTH R
MATERIAL GR SA CL
7 WATER SERVICE E 21.0 16.5 108.2 105.5 97.0
N BOUND SHOREWOOD AT
LOT 11, BLOCK A
LIFT/DEPTH
MATERIAL TN & BR SI CL
8 8" SANITARY SEWER 17.0 17.9 104.9 101.0 96.0
LINE A, STA: 6+50
LIFT/DEPTH 3' BELOW
MATERIAL GR SA CL
9 8" SANITARY SEWER 19.0 16.5 108.2 102.5 95.0
LINE A, STA: 8+50
LIFT/DEPTH 3~ BELOW
MATERIAL TN & BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks andlor 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
LIMITATIONS The test results presented herein were prepared based upon the scecific samples provided for testing, We assume no responsibility for Rone Engineers I
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 antl reports are for the exclusive use of the clients tc whom they are addressed.