Mansions Phase 1-LR 980428 Rone Engineers, Inc. 1'--"4 Goodnight Lane ,i Tel. (972) 241-451"-" Rone ineers
Dallasi'Fon Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansions By The Lake
PAGE 1 OF 2.
DATE: 04/28/98 OUR REPORT NO.: 3137-D7429-187
TEST DATA: STANDARD: 321 5 (~ 61 6 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
SOIL ID LAB DRY MOISTURE WET DRY MOISTURE PERCENT
TEST NO DEPTH NUMBER DENSITY CONTENT DENSITY DENSITY CONTENT COMPACTION COMMENT
1 6 011 111.8 13,4 125.6 111.7 12.4 99.9% 4A
2 6 011 111.8 13.4 124.5 110.0 13.2 98.4% 4A
3 6 011 111.8 13.4 127.3 111.2 14.5 99.5% 4A
4 6 011 111.8 13.4 127.3 111.2 14.5 99.5% 4A
5 6 011 111.8 13.4 121.9 107.5 13.4 96.2% 4A
6 6 011 111.8 13.4 125.2 111.5 12.3 99.7% 4A
7 6 011 111.8 13.4 125.4 109.1 14.9 97.6% 4A
R R (311 111 ~ lq ,4_ *.. ?C) R 1C).R R 13 q q~. ~o/~
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24675
1 20' SOUTH & 25' WEST OFF NORTHEAST CORNER OF BUILDING #15. 5TH LIFT.
2 25' SOUTH & 20' WEST OFF NORTHEAST CORNER OF BUILDING #16. 5TH LIFT.
3 35' NORTH & 25' EAST OFF SOUTHWEST CORNER OF BUILDING #18. 5TH LIFT.
4 15' SOUTH & 25' WEST OFF NORTHEAST CORNER OF BUILDING #19, 5TH LIFT.
5 25' NORTH & 15' EAST OFF SOUTHWEST CORNER OF BUILDING #20. 5TH LIFT.
6 20' NORTH & 20' EAST OFF SOUTHWEST CORNER OF BUILDING #21. 5TH LIFT.
7 25' NORTH & 25' EAST OFF SOUTHWEST CORNER OF BUILDING #22. 5TH LIFT.
8 20' SOUTH & 10' WEST OFF NORTHEAST CORNER OF BUILDING #24. 6TH LIFT.
NOTES:DENSITIES SHOWN: Lbs. per cubic foot 1, FILL MATERIAL A, TEST RESULTS COMPLY WITH SPECIFICATIONS
MOISTURE CONTENT: Percent of dry weight 2. BACKFILL B. RECOMPACTION REQUIRED
PERCENT COMPACTION: Based on maximum 3. BASE COURSE C. TEST IS AFTER RECOMPACTION
density obtained on sample 4. SUBGRADE MATERIALS D. MOISTURE CONTENT OUT OF SPECIFICATION
indicated by soil ID number. 5. STABIL'.ZED SUBGRADE
6. OTHER
REMARKS:
TECHNICIAN: K. Mustafa / K. Courtier VISUAL DESCRIPTION OF MATERIAL -
Dark & Light Brown Clay Mix.
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr, Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppetl
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
Mi
ASTM :) 2922 & D30;7 CM~sor
RONE ENGINEERS, INC.
'IMITATIONS: The =est results presented herein were ~reparea casea upon :ne sl;ec:f,c sarnpJes provl(3eo for tesllnl3. YVe assume no resl.~onslb~;ty for var=abcn in
:con~pCSltion, apoearance, performance, etc.] or any o~her feature of s;rnllar si, elect '~at:er =rOvlded ~y persons or :cnditio~s ever wP. ich ','ye have no cont,ol. Cur .e',;ers
ano reports are for the eXClL, sive use of :ne clients to wll, orn ~',e¥ are acdresseu.
c:'.wpwin'.reports'.DTA2S-187-SS\SH May S, 1998
Rone Engineers, Inc. :. 1"'~'4 Goodnight Lane Tel. (972) 241-451'~' RoneEn, ineers
Dallas,'Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansions By The Lake
PAGE 2 OF 2
DATE: 04/'28/98 OUR REPORT NO.: 3137-D7429-187
TEST DATA: STANDARD: 3215 @ 616 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
SOIL ID LAB DRY MOISTURE WET DRY MOISTURE PERCENT
TEST NO DEPTH NUMBER DENSITY CONTENT DENSITY DENSITY CONTENT COMPACTION COMMENT
9 6 011 111.8 13.4 123.6 108.4 14.0 97.0% 4A
10 6 011 111.8 13.4 123.2 109.6 12.4 98.0% 4A
11 6 011 111.8 13.4 126.5 110.6 14.4 98.9% 4A
12 6 011 111.8 13.4 125.7 110.3 14.0 98.7% 4A
13 6 011 111.8 13.4 120.3 107.4 12.0 96.1% 4A
14 6 011 111.8 13.4 120.5 106.9 12.7 95.6% < 4A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 2.4675
9 20' SOUTH & 10' WEST OFF NORTHEAST CORNER OF BUILDING #23. 6TH LIFT.
10 40' SOUTH & 30' WEST OFF NORTHEAST CORNER OF BUILDING #22. 6TH LIFT.
11 35' SOUTH & 5' WEST OFF NORTHEAST CORNER OF BUILDING #21. 6TH LIFT.
12 30' SOUTH & 15' WEST OFF NORTHEAST CORNER OF BUILDING #20. 6TH LIFT.
13 45' SOUTH & 46' WEST OFF NORTHEAST CORNER OF SAND COURT. 6TH LIFT.
14 10' NORTH & 10' EAST OFF SOUTHWEST CORNER OF DRIVING RANGE. 6TH LIFT.
NOTES:DENSITIES SHOWN: Lbs. per cubic foot 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECiFiCATIONS
MOISTURE CONTENT: Percent of dry weight 2. BACKFILL B. RECOMPACTION REQUIRED
PERCENT COMPACTION: Based on maximum 3. BASE COURSE C. TEST IS AFTER RECOMPACTION
drv density obtained on sample 4. SUBGRADEMATERIALS D. MOISTURE CONTENT OUT OFSPEC~FiCAT!ON
indicated by soil ID number. 5. STABILIZED SUBGRADE
6. OTHER
REMARKS:
TECHNICIAN: K. Mustafa / K. Courtier VISUAL DESCRIPTION OF MATERIAL -
Dark & Light Brown Clay Mix.
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Dovle Damron; C. D. Construction Consulting
Mike Fuller,
ASTM :) 2922 & 33017 CMT Supervisor
RONE ENGINEERS, INC.
_!MITATICNS: mne test results presented herein were pre~ared based u~on '.he spec:ftc samp,ea ~.rcv-cle(= for test:ng. '~¥e assume no res;'.or~JIb,llt¥ for varla:.on
'compcsition, appearance, performance, etc.) cr any otr3er feature of slm.,ar s~D~ec! matter provided by ~er$o~.e or concition$ over W~lCtl we nave no con'.roi. ~r
and reocrts are for the exclusive uae of the c~ients :o ~vhcm [hey are adcresaec.
c:'.wpw,n'.reoorts~D7429- ! 97-gB~SH M ay 6, 1995