Asbury Estates-LR 980922 Rone Engineers. Inc. '~ '~ 2' ")oodnight Lane ~ei. ~.97-% 241-45~ 7 ,~
Da,las.-Fort '¢./o~h Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Asbur¥ Estates
DATE: September 22, 1998 OUR REPORT NO.: 3137-D8076-016
TEST DATA: STANDARD: 31 20/608 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/ft~) (%) (Ibs/fts) (Ibs/fta) (%) (%) COMMENT
1 6 002 93.0 23.0 108.8 88.3 23.2 95 1 ;A
2 6 002 93.0 23.0 108.8 87.9 23.8 95 1 ;A
3 6 002 93.0 23.0 109.2 88.2 23.8 95 1 ;A
4 6 009 102.0 19.5 122.4 98.6 24.2 97 1 ;A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 24675
1 INTERSECTION AT CRUMWELL AND JOSHAWA, 30' NORTH OF WATER HYDRANT
2 INTERSECTION AT JOSHAWA AND WESTMINSTER, CENTER OF INTERSECTION
3 WESTMINSTER - 150' NORTH OF INTERSECTION, WEST JOSHAWA
4 45' SOUTH, 15' WEST FROM WATER HYDRANT AT INTERSECTION OF CRUMWELL AND JOSHAWA
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: R. Lovelady VISUAL DESCRIPTION OF MATERIAL - 002-Light Gray Silty Clay with Limestone; 003-Red and Tan
Sandy Clay with Tr Aggregate and Organics; 009 - B4rown Sandy Silty Caly with Limestone
DISTRIBUTION:
{1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell Mike 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 here~n were prepared based upon the specific samples prowded for testlt~g. We assume no responsibility for vanation ~n quality
(composition. appearance, performance, etc. I or any other feature of s.mllar subject matter provided by persons or conditions over which we have no control. Our letters
and reports are for the axcluslYe u~e of the clients to whom they are addressed.
c:'.wpw,n'.reoorts'.DeO76-O16-98',ST Sel~temoer 25, 1998