Arbor Manors-LR080418
05/15/2008 10:09
9724058023
ALPHA TEST! NG
PAGE 11/15
I~A TESTlNG./NC.
2209 Wisconsin St., Suits 100
Dol/as, TexQs 75229
9721620-8977 - 9721:263-4937 (Metro)
FAX: 972/406-8023
iI"~
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
John Baker Corporation
C/O Priority Development. LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 04/1 BlOB
TESTED FOR
OUR REPORT NO.: 080332-12
TEST DATA
TEST ~ SOIl.ID OPTIMUM MAAIMUM I.All IN PLACE IN F't,ACE PERCENT
DATE MOISTURE DRV I)F.NSITY MOISTURe. DRY DENSITY COMMENT'
NO DEPTH NUM6ER 'lIo PCF t... PCF COMPACTION
99 04/18/08 SG 2 11.6 111.7 13.3 107 96 2-A
100 04/18/08 SG 2 116 111.7 13,1 108 96 2-A
101 04/18108 SG 2 11.6 1117 11.3 110 99 2-A
102 04/1 B/08 SG 2 11.6 111.7 12.9 108 97 2-A
103 04/18108 FG-2.2 2 11.6 111.7 12.2 110 98 1-A
104 04/18/08 FG-3.2 2 11.6 111.7 13.4 106 95 1.A
105 04118/08 FG-3.4 2 11.6 111.7 12.3 100 90 1-A
TEST lOCATION'
PADS
99 ARBOR MANGER DRIVE AT STATION 1+50
100 WILD PLUM DRIVE AT STATION 4+00
101 JUNIPER DRIVE AT STATION 9TOO
102 WHITE SPRUCE DRIVE AT STATION 3...25
103 30' SOUTH AND 20' EAST FROM NORTHWEST CORNER OF BLOCK 6, PAD 1
104 60' SOUTH AND 30' EAST FROM NORTHWEST CORNER OF BLOCK e, PAD 2
105 40' SOUTH AND 25' EAST FROM NORTHWEST CORNER OF BLOCK B. PAD 3
" FILL
2 NATURALSUBGRADE
3 LIME ST AB1L1lEO
~ CEMENT TREATED
. A. IN PlACE PERCENT MOISTURE AND PERC~NT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION ODES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTU~E DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
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samp&lln Cn~n
ALPHA TESTING. INC.
Our IUI '..ullo 8M roporl<. ~,~ for lM uclv,ivo ''''~ of lho Client (8M ,h.l, d~"i9"~led recipient, nn fi~ in OUI onlce) .nd .holl nol be reprodUt8d ~ndlol CliSlllllLl8d 8l(QI1l1 wilh l'llpreu .pprov81 or
^LPH^. TtlA ')~ of our ro..'1ml: find 11&' r4~~IIl~. m~..1 rece\~e o\lr'wfill4n il)pprol,lQI. TOlt relvltf' And r"pon~ apph( t)"lV I~ IhCl ~Amplos tt"ed ,,,(tIN Ob"Arvad, llnd GiN nOI tnClIC4tlv. of Ihca QUgU,iO~ at'
~pp~r~n\l)' !tl"n\lr:.Al or :;..,"ul;1I loeClm!!nF
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
05/15/2008 10:09
9724058023
ALPHA TESTING
PAGE 12/15
I~A TESTING, INC.
2209 Wisconsin St., Suite 1ro
Dallas. Texas 75229
972/620-8917 - 972/263-49J7 (Metro)
FAX: 972/4(J6.-B02J
<:.~"~~J"~>{'
REPORT OF FIELD
COMPACTION TESTS
PROJECT
John Baker Corporation
C/O Priority Development. LP
Houston, Texas
Arbor Manors
Coppell. Texas
DATE: 04/18/08
TESTED FOR:
OUR REPORT NO.: 080332.12A
TEST DATA
TEST ~ 5011.10 OPTIMUM MAXIMUM LA8 IN PLACE IN PlACE PIiRCE~T
NO. DAiE: DEPT NUMBER MOlsru,u D~Y OENSITY MOIST\JRE CRY DENSITY COMF',.,OTION COMMENT-
.... PCF 'A PCF
106 04/18/08 FG-2.3 1 11.6 111.7 13.3 108 96 1-A
107 04/18/08 FG-27 1 11.6 111.7 130 109 97 1-A
108 04/18/08 FG-1.9 1 11.6 111.7 11.9 111 99 1-A
109 04/18/08 FG-2,2 1 11.6 111.7 13.3 108 96 1-A
110 04/18108 FG-0.9 1 116 111.7 11.3 110 98 1-A
111 04/16/08 FG-1.2 1 11.6 111.7 13.4 107 96 1-A
112 04/18/08 FG-3.4 1 11.6 1117 1 :2.2 106 97 1-A
TEST LOCATION
PADS
106 60' SOUTH AND 20' EAST FROM NORTHWEST CORNER OF BLOCK B. PAD 4
107 40' SOUTH AND 25' EAST FROM NORTHWEST CORNER OF BLOCK B, PAD 5
108 30' SOUTH AND 60' EAST FROM NORTHWEST CORNER OF BLOCK B, PAD 7
109 25' SOUTH AND 40' EAST FROM NORTHWEST CORNER OF BLOCK 8, PAD 8
110 40' SOUTH AND 30' EAST FROM NORTHWEST CORNER OF BLOCK B, PAD 7
111 20' SOUTH AND 40' EAST FROM NORTHWEST CORNER OF BLOCK 8, PAD 8
112 30' SOUTH AND 20' EASr FROM NORTHWEST CORNER OF BLOCK S, PAD 9
1 FILL
2 NATURAlSU8GAADE
3 LIME STABILi1.ED
4 CEMENT TREIl,TED
. A. IN PLACE pE~CF.:NT MOISTU FIE AND PERCENT COMPACTION COMPLY WiTI"l SPECIFICA nONS
F.\, PERCENT COMPACTION DOES NOT COMPLY WIT'" SPECIFICATIONS
C. PERCENT IN PLACe MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. FlIHEST
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ALPHA TESTING. INC.
Our I.., ,o.vll. 'n~ reDDn. ~." lor In" ..<Io"iVC' v,. of In" CI'MI(IM lno" dcsignelBd r,.ipiMll on III. in our OmCB) .nd oI1all nol bB roprodu<::ed Ind/or dl.I,lbulld Bll'Cepl whk .'p"'U .pptov~1 01
^lrt-I~ Th'il u:;o C1f 0,\.1' npmp, .nd ll!" r"......lf.. mu:".l rtCf'ivl!' fJllf writllC'" eDOrQv~l, iC)~t "t8tlll(l.l'lr.d rOF~' .~t'ly only 10 'he U1mf:lfq~ I~stl!d Ind/t>r ob~nNtd. :tnd I" nOllndic.:llive Of \I'1t QUIlltIllJ' of
.;Ipp;1t~r.tly Ilj~r'1lcnl or !imllElf s:pncirn!'fl8.
Geotechnical Engineering 8. Construction Materials Testing & Environmental Engineering & Consulting