Mansions Phase 1-LR 980602 Dallas. For~ 'Norm Dallas. Texas Metro (972) 263-i 55~
75229 Fax (972) 24i-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Mansions By The Lake
DATE: 06/'02,'"98 OUR REPORT NO.: 3137-D7429-200
TEST DATA: STANDARD: 3104 / 623 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" 165 ~. 04.5 15.4 120.8 104.4 15.6 99.9% ~ A
2 6" 165 104.5 15.4 103.0 91.2 13.0 87.3% IB
3 6" 165 104.5 15.4 ~02.9 90.6 13.6 86.7% 'B
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24675
1 BUILDING PAD - 20' NORTH & 25' WEST OFF SOUTHEAST CORNER OF BUILDING ~I 2.
2 BUILDING PAD - 18' NORTH & 62' WEST OFF SOUTHEAST CORNER OF BUILDING #;2.
3 BUILDING PAD - 45' NORTH & 39' WEST OFF SOUTHEAST CORNER OF BUILDING #~ 2.
NOTES:DENSITIES SHOWN: Lbs. per cubic foot 1. F~LL MATERIAL A. TEST RESULTS COMPLY WITH SPEC:F[CATICNS
MOISTURE CONTENT: Percent of dry weight 2. BACKFILL B. RECOMPACTION REQUIRED
PERCENT COMPACTION: Based on maximdm 3. BASE COURSE C. TEST IS AFTER RECOMPACTICN
dry densitv obtained on sample 4. SUBGRADE MATERIALS D. MOISTURE CONTENT OUT OF SPECIFICATION
indicated by soil ID number. 5. STABIL:ZED SUBGRADE
6. OTHER
REMARKS:
TECHNIC',AN: J. Moody VISUAL DESCRIPTION OF MATERIAL -
Dark Brown S;Ity C',ay.
DISTRIBUTION:
(11 Mr. Richard E. S;mmons: Western Rim Servlces
(lJ Mr. Larry Davis; City of Coppell
(II Mr. Mike hodge: City of Copped
[I) Mr. Tony Martin; Newport Classic ~
~Ii Mr. Doyle Damron; C...3. Corstruction Consulting
Mike Fuder,
ASTM, D 2922 & 33017 O,MT Supervisor
RCNE ENGINEERS, INC.
c:'.."~p;,~n-,~scr'.s-DTJ-29-26C--9~ S¢ __ne 5. ' 99S