Country Estates-LR 921008Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
GENERAL REPORT
Protect
Countr Estates
Number Sample Date Report Oate
D2211A-19417 10-O1-92 10-08-92
To
H.T. Ardin er
Report of
Gradation of Lime Treated Soil
Identification
Method of Tesi
Results
ACTUAL REQUIRED
Location ~ PASSING $ PASSING ~ PASSING % PASSING
1 3/4" Sieve - #4 Sieve 1 3/4" Sieve - #4 Sieve
Shorewood Dr.
Sta: 4+30 100 65 100 60
Shorewood Dr.
Sta: 1+50 100 66 100 60
H.T. Ardinger C/O Nathan Maier (i)
Nathan D. Maier/Mike Garrett (1)
City of Coppell/Larry Davis (1)
H.C.H. Construction/Jeff Hicks (1)
~~,~
a..... c....+~~.»
Rone Engineers
Geotechnical Consultants
Materials Testing
Ro~ne~E®gin®
Field Moisture/Density Test Report
Proiect Purchase Order
COUNTRY ESTATES
Numher Sample Date Report Date
D2211A-O1-19392 SEPT. 30 1992 OCT. 8, 1992
To
H.T. ARDINGER C O NATHAN MAIER
Received From Technician
TED NICHOLAS (BONE)
Test j
IOn
LOCO Moisture Content (°lo)
O
i Density (pcF) Percent
r Field Densit
P
oct
. I
No. mum
pt
Field y
r
o
71 LOT 3, BLOCK A 18.0 15.1 111.1 105.5 95.0
LIFT/DEPTH -2' TO FP
MATERIAL BR SI SA CL
72 LOT 3, BLOCK A 16.0 15.1 111.1 105.5 95.0
LIFT/DEPTH -1' TO FP
MATERIAL BR SI SA CL
I
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. MAIERJ ~
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVI S (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
~f ~Rone give s
LIMITA710NS: The test results pre5entetl herein were prepared based upon the st7ecifiC samples provided for testing, We assume no responsronny ror
variation in quality (composition, appearance, performance, elcJ or an eCher feature of similar subject matter provided by persons or conditions over which
No have no control. Our letters ono reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngine~ers
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
fVumher Sample Date Report Date
D2211A-O1-19392 SEPT. 30 19 92 OCT. 8, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test
~~
Location Ntoisture Content (%) Density (pcf) Percent
I
o. Field ~ Optimum Proctor Field Density
67 FIRE PIT 17.0 15.1 111.1 107.8 97.0
LIFT/DEPTH 2' BELOW
MATERIAL BR SI SA CL
68 LOT 5, BLOCK A 20.0 16.9 106.5 101.3 95.0
LIFT/DEPTH -2' TO FP
MATERIAL LT BR SA CL
69 LOT 5, BLOCK A 19.0 16.9 106.5 102.5 96.0
LIFT/DEPTH -1' TO FP
MATERIAL LT BR SA CL
70 LOT 4, BLOCK A 16.0 15.1 112.1 109.0 98.0
LIFT/DEPTH -1.5' TO FP
MATERIAL BR SI 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 DAVI S (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
o,, a ~~
umi t n t iprv5: the test results presented herein were prepared based upon [he specific samples providetl for testing. We assume no responsibility for ~ ~~~ ~v ~~.y~~ ~V
variation in qualify (composition, appearance, performance, e[c.) or any other feature of similar subject matter provided by persons or conditions over which
~? have no control, Our letters antl repots are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
~~
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-19392 I SEPT. 30, 1992 OCT. 8, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test }
L Moisture Content (% ) Density (pCf} Percent
No. OCat~On Field i Optimum Proctor Field Density
63 LOT 8, BLOCK A 18.0 15.1 111.1 108.5 98.0
LIFT/DEPTH -1' TO FP
MATERIAL BR SI SA CL
64 LOT 7, BLOCK A 19.0 16.9 106.5 102.5 96.0
LIFT/DEPTH -1' TO FP
MATERIAL LT BR SA CL
65 FIRE PIT BETWEEN LOT 6 17.0 15.1 111.1 105.5 95.0
AND 7
LIFT/DEPTH 6' BELOW
MATERIAL BR SI SA CL
66 FIRE PIT 18.0 15.1 111.1 105.5 95.0
LIFT/DEPTH 4' BELOW
MATERIAL BR SI 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 DAVI S (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
o.,..e c..,.~.,e~.~
r rvrva: i ne rear resuns pre5en[etl Harem were prepared based upon the soeafic samples provldetl for testing. We assume no responsibility (or
variation in quality (composBion, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which
we have no conhol. 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-O1-19392 SEPT. 30 1992 OCT. 8 1992
To
H.T. ARDINGER C O NATHAN MAIER
Received From ~ Technician
~ TED NICHOLAS CRONE)
Test M oisture Content ( % )
ti
O
Location ! Density (pcf)
r Field
P
t P ercent
Densit
mum
Field
p
No. o
roc y
59 LOT 10 15.0 15.1 111.1 108.8 98.0
LIFT/DEPTH -2' TO FP
MATERIAL BR SI SA CL
60 LOT 10 16.0 15.1 111.1 105.5 95.0
LIFT/DEPTH -1' TO FP
MATERIAL BR SI SA CL
61 LOT 9, BLOCK A 18.0 16.9 106.5 102.5 96.0
LIFT/DEPTH -2' TO FP
MATERIAL LT BR SA CL
62 LOT 9 19.0 16.9 106.5 101.2 95.0
LIFT/DEPTH -1' TO FP
MATERIAL LT BR 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),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rone Engineers
LIMITATIONS: The test results presented herein were prepared based upon the soecific samples provided for testing. We assume no responsiowry ror
+aria[ion in quality (composdion, appearance, performance, etc.l or any o[her feature of similar subject matter provided by persons or conditions over which
rre have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed.
Aone Engineers
Geotechnical Consultants
Materials Testing
RoneEngin®
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Numher Sample Date Report Date
-19392
D2211A-O1 SEPT. 30 1992 OCT. 8, 1992
_
To
H.T. ARDINGER C O NATHAN MAIER
Received From Technician
TED NICHOLAS CRONE)
Test Moisture Content (%)
ti
O
Location Density (pcf)
r Field
Pr
t Percent
Densit
~,o. mum
p
Field i oc
o y
55 SHOREWOOD DRIVE 27.0 23.9 94.1 91.0 97.0
STA: 6+50
LIFT/DEPTH SUBGRADE
MATERIAL BR SI SA CL W/LIME
56 SHOREWOOD DRIVE 26.0 23.9 94.1 92.5 98.0
STA: 9+50
LIFT/DEPTH SUBGRADE
MATERIAL BR SI SA CL W/LIME
57 LOT 10, BLOCK A 17.0 15.1 111.1 106.5 96.0
LIFT/DEPTH -4' TO FP
MATERIAL BR SI SA CL
58 LOT 10 15.0 15.1 111.1 109.0 98.0
LIFT/DEPTH -3' TO FP
MATERIAL BR SI 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),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Rone Engineers
LIMITATIONS: The to^,t results presented herein were prepared based upon the specific samples provided for testing. We assume no responstomry ror
vacation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions aver which
.ve 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
GENERAL REPORT
rPro
number Sam pie Date Report Date
D2211A-19381 n9-29-92 in_nu_a~
Report of
of Test
LOCATION
Shorewood Drive
Sta: 12+50
Shorewood Drive
Sta: 9+50
Shorewood Drive
Sta: 6+50
ACTUAL
~ PASSING $ PASSING
1 3/4" Sieve - #4 Sieve
100 63
100 65
100 64
H.T. Ardinger/Mike Garrett (1)
Nathan D. Maier/Mike Garrett (1)
City of Coppell/Larry Davis (1)
H.C.H. Construction/Jeff Hicks (1)
REQUIRED
$ PASSING ~ PASSING
1 3/4" Sieve - #4 Siev
100 60
100 60
100 60
~~~
one Ertgtrtesra