Asbury Estates-LR 980921 Dal~as,'Fo~ Worth Dallas. Texas Metro (972) 263-I 555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Asbury Estates
DATE: September 21, 1 998 OUR REPORT NO.: 31 37-D8076-01 5
TEST DATA: STANDARD: 2876/663 ADJUSTMENT DATA:
I
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/ft~) (%) {Ibs/fts) (Ibs/fta) (%) (%) COMMENT
1 BS 009 102 19.5 110.0 90.0 22.6 88.2 5;B
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 25249
1 JOSHUA LANE - STATION 1 + 06, WEST BOUND SUB-GRADE
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
dry density obtained on sample 4. SUBGRADE MATERIALS D. MOISTURE CONTENT OUT OF SPECIFICATION
indicated by soil ID number. 5. STABILIZED SUBGRADE
6. OTHER
REMARKS:
TECHNICIAN: G. Beall VISUAL DESCRIPTION OF MATERIAL - Brown Sandy Clay with Lime
DISTRIBUTION:
(11 Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell Fuller,
(1) Mr. Tony Martin, Proj. Mgr.; Newport Classic CMT Supervisor
{1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS, INC.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples prowded for testing. We assume no responsibility for variation in quality
{cornposltion. appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters
sn(~ reports are for the excluswe use of the clients to whom they are addressed.
c:;wpwimreports',DSO76-O15-98\ST September 21, 1998