Asbury Estates-LR 990111 t~on,~ ~ns{n~rs? ln~. '~ '-~34 Goodnlght Lane Tel. (972 24 -4s -- RoneEnQineers
Dadas,'Forl 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 1 OF 2
DATE: January 1 1, 1999 OUR REPORT NO.: 3137-D8076-036
TEST DATA: STANDARD: 1986/568 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/fta) {%) (%) COMMENT
I 6 003 102.5 18.0 122.6 101.8 20.4 99.3 4:C,A
2 6 003 102.5 18.0 122.5 102.8 19.2 100 4;C,A
3 6 003 102.5 18.0 119.8 98.2 22.0 95.8 4;C,A
4 6 003 102.5 18.0 122.3 101.1 21.0 98.6 4;A
5 6 003 102.5 18.0 117.0 102.1 17.5 99.6 4;A
6 6 002 98.0 22.0 112.9 93.6 20.7 95.5 4;A
7 6 002 98.0 22.0 116.5 96.2 21.1 98.2 4;A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3411 SERIAL NUMBER: 4645
1 RETEST - TEST//1 FROM REPORT NO. 3137-D8076-035, LOT//3
2 RETEST - TEST//2 FROM REPORT NO. 3137-D8076-035, LOT//4
3 RETEST - TEST//3 FROM REPORT NO. 3137-D8076-035, LOT//5
4 BUILDING SLAB- LOT 2, BLOCK 2, FINAL.
5 BUILDING SLAB - LOT 1, BLOCK 2, FINAL.
6 BUILDING SLAB - LOT 2, BLOCK 1, FINAL.
7 BUILDING SLAB - LOT 3, BLOCK 1, FINAL.
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. RASE COURSE C. TEST IS AFTER RECOMPACT!ON
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: Retest locations on this report supercede the locations on report number 3137-D8076-035.
TECHNICIAN: T. Duke VISUAL DESCRIPTION OF MATERIAL - 002-Brown Silty Clay; 003-Red & Tan Sandy Clay with
Traces of Aggregates & Organics
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services l~Jl~
(1) Mr. Larry Davis; City of Coppell IVl~ke Fuller,
(1) Mr. Tony Martin, Proj. Mgr.; Newport Classic CMT Supervisor
(11 Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS, INC.
LIMITATIONS: The test resulta presented herein were prepared based upon the specific samples provided for testirlg. We assume no res~)onsJbilit¥ for variation in quality
{coml)osition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or cortditlons over which we have no control. Our :etters
and reoorts are for the exclusive use of the clients to whom they are a¢ldressed.
c:\wowm\reports\DeO76-036-99\ST January 11, 1999
Da~as,-Foq Worl~- 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: January 11, 1999 OUR REPORT NO.: 3137-D8076-036
TEST DATA: STANDARD: 1986/568 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/fta) (Ibs/ft~) (%) (%) COMMENT
8 6 002 98.0 22.0 118.1 98.0 20.5 1 O0 4lA
9 6 003 102.5 18.0 121.3 104.5 16.1 101.9
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3411 SERIAL NUMBER: 4645
8 BUILDING SLAB - LOT 4, BLOCK 1, FINAL.
9 BUILDING SLAB - LOT 1, BLOCK 4, FINAL.
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: Retest locations on this report supercede the locations on report number 3137-D8076-035.
TECHNICIAN: T. Duke VISUAL DESCRIPTION OF MATERIAL - 002-Brown Silty Clay; 003-Red & Tan Sandy Clay with
Traces of Aggregates & Organics
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 herein were prepared based upon tile specific samples provided for testing. We assume no responsibility for variation in (~uality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters
and reports are for the exclusive use of the clients to whom they are addressed.
c:',wpwm~reports\DaO76-O36-99\ST January 11, 1999