Asbury Estates-LR 980914 ,one ¢n(jineer5, Inc. ~ ~Z3'~Goodnight Lane Tel. (972) 241-4517 -- R neEn_qlineerse
Dai~as,'For: Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Asbury Estates
PAGE I OF 2
DATE: September 14, 1998 OUR REPORT NO.: 3137-D8076-012
TEST DATA: STANDARD: 2876/663 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/fts) (%) {Ibs/ft~) (Ibs/ft3) {%) {%) COMMENT
1 4 009 102.0 19.5 117.4 97.2 20.8 95.3 5;A
2 4 009 102.0 19.5 121.6 97.9 24.2 96.0 5;D
3 4 009 102.0 19.5 125.3 98.1 27.7 96.2 5;D
4 4 009 102.0 19.5 111.8 88.4 26.5 86.7 5;B,D
5 4 009 102.0 19,5 111.9 87,3 28,2 85.6 5;B,D
6 4 009 102.0 19.5 118,9 97,7 21,7 95.8 5;A
7 4 009 102.0 19.5 122.3 98.2 24.5 96.3 5;D
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 25249
1 WESTMINSTER EXT. - 25' NORTH OF CENTER LINE - RETEST
2 WESTMINSTER EXT. - 75' NORTH, RIGHT SIDE - RETEST
3 WESTMINSTER EXT. - 125' NORTH, LEFT SIDE - RETEST
4 WESTMINSTER EXT. - 175' NORTH OF CENTER LINE - RETEST
5 WESTMINSTER EXT.- 200' NORTH, RIGHT SIDE - RETEST
6 WESTMINSTER EXT. - 225' NORTH, LEFT SIDE - RETEST
7 WESTMINSTER EXT.- 275' NORTH OF CENTER LINE - RETEST
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: K. Mustafa VISUAL DESCRIPTION OF MATERIAL - Brown Sandy Silty Clay with Lime
DISTRIBUTION:
I1) Mr. Richard E. Simmons; Western Rim Services
{1) Mr. Larry Davis; City of Coppell ~ik~ 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 bresented herein were prebare~l based upon the specific sam01es provided for testing. We assume no resDons~bd~ty for variation ~n quahty
{combosition, appearance, performance, etc. J Or any other feature of similar subject matter provided by persons or conditions over which we Ilave no col~trOl. Our letters
and reports are for the exclus.ve use of the clients to whom they are addressed.
c:',wpwm~reports'.DS076-012-98\ST September 14, 1998
,one Engineers. Inc. l l2?--~oodnigl~t Lane Tel. (972) 24~-4~7 - ROneEnoineers
Dallas¢'Fort Worth Dallas, Texas Metro (972) 263-1555
75229 i Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Asbury Estates
PAGE 2 OF 2
DATE: September 14, 1998 OUR REPORT NO.: 3137-D8076-012
TEST DATA: STANDARD: 2876/663 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/fts) (%) (Ibs/ft3) (Ibs/ft3) (%) (%) COMMENT
8 4 009 102.0 19.5 123,2 97.8 26.0 95.9 5;D
9 4 009 102.0 19.5 122.9 98,6 24.6 96.7 5;D
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 25249
8 STREET BETWEEN WESTMINSTER AT FAIRLANES LANE, 25' WEST AT CENTER LINE - RETEST
9 STREET BETWEEN WESTMINSTER AT FAIRLANES LANE, 75' WEST AT CENTER LINE - RETEST
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: K, Mustafa VISUAL DESCRIPTION OF MATERIAL - Brown Sandy Silty Clay with Lime
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 CUT Supervisor
{1) Mr. Lee Stone, Corem. 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 provided for testing. We assume no resnonslbility for varlatmn ,n quaht¥
(composinon, appearance, performance, etc.) or any other feature of similar SUbleCt matter provided by persons or COnditions over which we nave no ¢On.~rol. Our letters
and reports are for the exclusive use of the clients to whom they are addressed.
c:'.wpwm'reoortstDe076-012-9erST Septemoer 14, 1998