Asbury Estates-LR 980710 Dal.as. Fcc ',"Vor?~ Dallas. Texas Metro (972) 263-* 555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: ASHBURY ESTATES
PAGE 1 OF 3
DATE: July 10, 1998 OUR REPORT NO.: 3137-D8076-004
TEST DATA: STANDARD: 3075/685 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
PROBE LAB DRY MOISTURE WET DRY MOISTURE
DEPTH SOIL ID DENSITY CONTENT DENSITY DENSITY CONTENT PERCENT
TEST NO (in.) NUMBER (Ibs/ft3) (%) (lbs/lC) (lbs/lC) (%) COMPACTION COMMENT
1 6 003 102.5 18.0 118.2 100.3 17.9 98 4:A
2 6 003 102.5 18,0 124.1 102.6 21.4 100 4:A
3 6 002 93.0 23.0 114.2 91.2 23.0 98 4:A
4 6 002 93.0 23.0 114.6 91.3 23.3 98 4:A
5 6 002 93.0 23.0 117.5 92.0 25.5 99 4:A
6 6 002 93.0 23.0 114.2 90.3 23.9 97 4:A
7 6 002 93.0 23.0 115.9 92.9 23.0 100 4:A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 23467
1 CUL DE SAC OF WESTMINSTER CT, F
2 BLOCK 1, LOT 6, F
3 BLOCK 1, LOT 5. F
4 BLOCK 1, LOT 4, F
5 BLOCK 1. LOT 3, FINAL
6 BLOCK 1, LOT 3, 1' BELOW GRADE
7 BLOCK 1, LOT 3.2" BELOW 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: J. Boster VISUAL DESCRIPTION OF MATERIAL - 102.5-RED AND TAN SANDY CLAY WITH TRACES OF AGG AND ORG.,
93.0-LIGHT GRAY SILTY CLAY WITH LIMESTONE
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services v/¢/['~
(1) Mr. Larry Davis, Const. Inspector; City of Coppell Mike Fuller.
(1) Mr. Tony Martin, Project Manager: Newport Classic CMT Supervisor
(1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & 030~,7
RONE ENGINEERS, INC.
'IMITATIONS: The test results preser.:eo herein were ;~re~arec ~ased upon me sp~..~c same,es provided for :estJng. We assume qo ,espons~b~lity for variat;on in cual.',y
(compcsl[:on. apoearance, performance, etc.)cr any other fea-',ure of s.mllar subject matter orovlced by persors or corclbor:s dyer wh ch we have no cch[roi. Our ;el[ers and 'epc2s
are for '.ne exclusive use of :he c:ients to whom they are addressed.
::'.'¢.'cw~n~u'e¢orls~DS076-004-98;,AM Ju~y; 7. 1998
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Dallas. For1 '.Nc'I"' Dallas. Texas Metro ; Q, ,, 7 ,' ,'"'I 263-1555
75229 Fax (972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: ASHBURY ESTATES
PAGE 2 OF 3
DATE: July 10, 1998 OUR REPORT NO.: 3137-D8076-004
TEST DATA: STANDARD: 3075/685 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
PROBE LAB DRY MOISTURE WET DRY MOISTURE
DEPTH SOIL ID DENSITY CONTENT DENSITY DENSITY CONTENT PERCENT
TEST NO (in.) NUMBER (Ibs/ft3) (%) (Ibsift~) (Ibsi~) (%) COMPACTION COMMENT
8 6 002 93.0 23.0 114.7 92.8 22.9 100 4:A
9 6 002 93.0 23.0 111,3 89.4 21.9 96 4:A
10 6 002 93.0 23,0 113.6 90.2 23,4 97 4:A
11 6 002 93.0 23,0 110.3 88,8 24.5 95 4:A
12 6 002 93,0 23.0 116.4 92.1 24.3 99 4:A
13 6 002 93,0 23,0 116.1 91.1 25.0 98 4:A
14 6 002 93.0 23.0 115.4 91.0 24.4 98 4:A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 23467
8 BLOCK 1. LOT 2, F
9 BLOCK 2. LOT 1, F
10 BLOCK 2, LOT 2. F
11 BLOCK 2, LOT 3. F
12 BLOCK 2. LOT 4. F
13 BLOCK 2. LOT 5. F
14 BLOCK 3, LOT 1, F
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: J. Boster VISUAL DESCRIPTION OF MATERIAL - 102.5-RED AND TAN SANDY CLAY WITH TRACES OF AGG AND ORG.,
93.0-LIGHT GRAY SILTY CLAY WITH LIMESTONE
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis, Const. Inspector; City of Coppell Mike Fuller,
(1) Mr. Tony Martin, Project Manager; Newport Classic CMT Supervisor
(1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS. INC.
_IMITATIONS: The test resu:ls cresented herein were oreoarecl 3ase... uocn the specfic samples prov, dea 'or '.es:lng. We assume ~'c respcns.bl:lty ~or '.'ar'at.ch n ~uahty
(compos~aon. appearance, performance, etc.} or any other feature of s;ml ar S~D. eC: .matter provided by :,ersons or cOndl[icns G'.'et' wr:lc.~ we rave nc CGnlroi. OL.r ;e:ters anc repccs
are for Ihe exclusive use of '.he c!:ems :o whom they are addressec.
c:'wpw~n',repo":s'.O8076-O04-98',AM Ju,y ' 7 ' 998
J~o.~ ~n~n~r~. inc. ~ ~-a'~4 ~oodn,ghJ Lsne Te!. RoneEnaineers
i
Oa,,as For: Wor!~' Da~as. Texas Metro (972) 263-1b~5
75229 Fax (1972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: ASHBURY ESTATES
PAGE 3 OF 3
DATE: July 10, 1998 OUR REPORT NO.: 3137-D8076-004
TEST DATA: STANDARD: 3075/685 ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLACE
PROBE LAB DRY MOISTURE WET DRY MOISTURE
DEPTH SOIL ID DENSITY CONTENT DENSITY DENSITY CONTENT PERCENT
TEST NO (in.) NUMBER (Ibs/ff3) (%) (Ibs/f¢) (Ibs/ft~) (%) COMPACTION COMMENT
15 6 002 93.0 23.0 116.1 90.6 25.5 97 4:A
16 6 002 93.0 23.0 114.7 91.3 23.4 98 4:A
17 6 002 93.0 23.0 114.9 91.5 23.4 98 4:A
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: 3430 SERIAL NUMBER: 23467
15 BLOCK 3, LOT 2, F
16 BLOCK 4, LOT 1, F
17 BLOCK 1, LOT 3, 3' BELOW 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
dr,/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: J. Boster VISUAL DESCRIPTION OF MATERIAL - 102.5-RED AND TAN SANDY CLAY WITH TRACES OF AGG AND ORG.,
93.0-LIGHT GRAY SILTY CLAY WITH LIMESTONE
DISTRIBUTION:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis, Const. Inspector; City of Coppell Mike Fuller.
(1) Mr. Tony Martin. Project Manager; Newport Classic CMT Supervisor
(1) Mr. Lee Stone, Comm. Bldg., Insp., Cy of Coppell
ASTM D 2922 & D3017
RONE ENGINEERS. INC.
.iMITATIONS: The :est 'esu::s =resemec herein were ~.regarea based ucon :he soecific samples pro',,dec ~or '.estlPg.
(ccmoos~on. aopearance, =:)e,,f.'ormance. elc.) or any c[her femure of s~m~lar sucjec: mai:er p,OVl2ed by =arsons or :o,qdit!c:~s OVer wl~Jc~' we r-ave ",o ccmro:. Our la:tars ar~¢ repc,":.s
are for Ihe exc=JJ$1ve ,Jse Of [he cl~enls !d whom mey are accressec
c--wpw~mrepc~s'DSO76-OO4-98',AM ~u,y 17. 1998