Asbury Estates-LR 980910 Rone Engineers, Inc. 112:'-~ Ooodnight Lane Tei. [g72) 241-45~ 7 -- RoneEnaineers
Dallas. Texas Metro (972) 263-1555 W~
Da,las.
Fort
75229 Fax ~972~, ,241- 51 -',-.'
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: Asbury Estates
PAGE I OF 2
DATE: September 1 O, 1 998 OUR REPORT NO.: 31 37-D8076-011
TEST DATA: STANDARD: 2796/665 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/ft3) (Ibs/fts) (%) (%) COMMENT
1 4 009 102 19.5 112.1 88.2 27.2 86.5 5;B,D
2 4 009 102 19.5 111.6 91.0 22.7 89.2 5;B,D
3 4 009 102 19.5 111.5 91.3 22.1 89.5 5;B,D
4 4 009 102 19.5 113.6 92.3 23.0 90.5 5;B,D
5 4 009 102 19.5 112.0 92.6 21.0 90.8 5;B
6 4 009 102 19.5 115.8 95.5 21.3 93.6 5;B
7 4 009 102 19.5 111.6 91.0 22.7 89.2 5;B,D
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 25249
1 WESTMINSTER EXT. - 20' NORTH AT CENTER LINE
2 WESTMINSTER EXT. - 75' NORTH AND WEST OF CENTER LINE
3 WESTMINSTER EXT. - 125' NORTH AND EAST OF CENTER LINE
4 WESTMINSTER EXT. - 175' NORTH AT CENTER LINE
5 WESTMINSTER EXT.- 225' NORTH AT WEST OF CENTER LINE
6 WESTMINSTER EXT.- 275' NORTH AT EAST OF CENTER LINE
7 WESTMINSTER EXT. - 325' NORTH AT CENTER LINE
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 i~
DISTRIBUTION: ~
(11 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 Supervis~
(1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS, INC.
~IMITATION$: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation m cualit,t
{composition, appearance, performance, etc. J or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our !etters
an(I reports are for the exclusive use of the clients to whom they are adOressed.
c:..wpw~mreports. DSO76-O11-98\ST Septemoer 10, 1998
hone Engineers. Inc. 1122-z'-Goodnight Lane TeL (972) 241-4517 -- RoneEn_qineers
i
DallaS.-FoC. Worn 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 2 OF 2
DATE: September 10, 1998 OUR REPORT NO.: 3137-D8076-011
TEST DATA: STANDARD: 2796/665 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/fta) (Ibs/ft3) (%) (%) COMMENT
8 4 009 102 19.5 112.9 101.4 11.3 99.4 5;D
9 4 009 102 19.5 113.7 101.7 11.8 99.7 5;D
10 4 009 102 19.5 114.2 95.4 19.7 93.5 5;B
11 4 009 102 19.5 114.7 93.1 23.1 91.3 5;B,D
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 25249
8 FAIRLANDS LANE EXT.- 25' NORTH AT CENTER LINE
9 FAIRLANDS LANE EXT. - 75' NORTH AT CENTER LINE
10 STREET ALONG THE CREEK - 50' EAST AT CENTER LINE
11 STREET ALONG THE CREEK - 100' EAST AT CENTER LINE
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 CMT Supervisor
(1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS, INC.
L;MITATIONS: The test results presented hereto were prepared based upon the Sl~Clf~c samples prowded for testing. We assume no responsibility for va,at:on ~n cuality
{composition, appearance, performance, etc.) or any other feature of slm4ar suoject matter provided by persons or conditions over 'which '~'e nave no contrcl. Cur letters
and reports are for the exclusive use of the clients to whom they are addresse~l.
c:'.wpw~n~reportstD8076-O11-98\ST September 10, 1998