Asbury Estates-LR 980721 (2) Rone Engineers. Inc. I'-' '~4 Goodn,gnt Lane Tel. (972) 24~-45' RoneEn
3a;,as FCC; '¢~c..~.h Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: ASHBURY ESTATES
DATE: 07/21/98 OUR REPORT NO.: 3137-D8076-007
TEST DATA: STANDARD: 3134 /418 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
PROBE LAB DRY MOISTURE WET DRY MOISTURE PERCENT
TEST DEPTH SOIL ID DENSITY CONTENT DENSITY DENSITY CONTENT COMPACTION
NUMBER [in) NUMBER (Ibs/ft3) (%) (Ibs/ft~) (Ibs/ft3) (%} (%) COMMENT
1 6 002 93.0 23.0 104.5 89.0 21.5 97 1;A
2 6 002 93.0 23.0 109.4- 88.4 25.1 95 I ;A
3 6 002 93.0 23.0 108.2 89.9 20.3 97 I ;A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24567
1 SANITARY SEWER, LINE C, BUILDING 1
2 SANITARY SEWER, LINE C, BUILDING 3
3 SANITARY SEWER, LINE C, BUILDING 5
NOTES:DENSITIES SHOWN: Lbs. per cubic foot 1. FiLL MATERIAL A. TEST RESULTS COMPLY WITH SPEC~F!CATIONS
MOISTURE CONTENT: Percent of dry weight 2. BAC;(F;LL B. RECOMPACTION REQUIRED
PERCENT COMPACTION: Based on maximum 3. BASE COURSE C. TEST IS AFTER RECOMPACTION
drydensitv obtained on sample 4. SUBGRADE MATERIALS D. MOISTURE CONTENT OUT OF SPECIFICATION
indicated by soil ID number. 5. STABILIZED SUBGRADE
6. OTHER
REMARKS:
TECHNICIAN: R. Lovelady VISUAL DESCRIPTION OF MATERIAL -
Light Grey Silty Clay with Limestone
DISTRIBUTION: L
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis, Const. Inspector; City of Coppell
(1) Mr. Tony Martin, Project Manager; Newport Classic Mike
(1) Mr. Lee Stone, Corem. Bldg., Insp., Cy of Coppeil CMT Supervisor
A-CTM D 2922 & D3317
RONE ENGINEERS, INC.
;:'w.uw~n.,eports'.DSO75-CO7-95'.SH ,u~¥ 28. 1998