Arbor Manors-LR080409
B5/15/200B 10:09
9724068023
ALPHA TESTING
PAGE 01/16
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I~A TESTING. IHe.
2209 Wisconsin St., suiTe 100
Dollos, Texas 75229
972/620-8911 - 972126:J-4~37 (Metro)
FAX: 972/406-<<)23
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
Houston. Texas
DATE: 04/09/08
PROJECT:
Arbor Manors
Coppell. Texas
OUR REPORT NO.: 080332-4
~ SOILID OPTIMUM MAXIMUM \.A8 INP\.ACE IN pl-'CE pERCENT
TEST DR'!' OfNSITY M OlsTlJAE D~'!' DENSITY COMMENT"
DA. TE MOISTURE COMI"ACTIDN
NO. DEPTH NUMBER '11 PCf ~ pCF
1 04/09/06 SG 1 11.6 111.7 12.7 108 97 2-A
2 04/09/08 SG 1 11.6 111.7 13.5 107 96 2.A
3 04/09/08 SG 1 11.6 111.7 11.8 111 99 2-A
4 04/09/08 SG 1 11.6 111.7 13.4 107 96 2-A
5 04/09/08 SG 1 11.6 111.7 11.3 110 96 2-A
6 04/09/08 SG 1 11.6 111.7 13,2 107 96 2-A
7 04/09/08 SG 1 11.6 111.7 13,5 107 96 2-A
TEST DATA:
TEST LOCATION'
BUILDING PADS
1 30' SAND 70' E FROM THE NW CORNER OF BLOCK A, PAD 1 I
crT'( OF COP"'ELL /
2 70' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 3 A TTN: ENGINEERING OPT.
Fax:
3 60' SAND 30' E FROM THE NW CORNER OF BLOCK A. PAD 5 (972)304-7041
DlOal~"O. 1/1
4 40' $ AND 20' E FROM THE NW CORNER OF BLOCK A. PAD 7
5 50' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 9
6 70' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 11
7 40' SAND 25' E FROM THE NW CORNER OF BLOCK A. PAD 13
,. FILl.
2. NATURALSUBGRAOE
3 LIME STABILIZED
4. CEMENT'l'REATlOO
. A. IN PLACE PERCENT MOISTUR~ AND PERCENT COMPAC,.ION COMPL v wrl'H SPECIFICATIONS
B. PERCf;NT COMPACTION DOeS NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE Does NOT COMPL V WITH SPECIFICATIONS
O. RETEST
Re&psC\fIJlly SubmItted,
~
sampson Chan
ALPHA TESTING, INC
Our 19,;,1 rtI~UII' I:InCl (@po"S. cre for ,ha a.el",I\M us.e of tr,,, ell,,"' ~ef'1(1lnl:'lr d"'l9ngI.cQ f'lgelF>lon" An fila in ,,~... o"'.e8l) PlOd ~hall not ba reprQdUCll!ld and/or cHslrlbu\Ad .xcept with e)Cl:l"'.s :spprDVAI af
^L PHil, The ~18 01 our nome anti ",.r ...nullo mu", I'eCII'~ our wriMn ~pD'O'AI. Teal ,...ulll en~ ,,,,,ON ..pply only 10 ,nO llImplo~ tlll"d ,,~dlor ODson/ed, end ore 1'101 1l1dlcOlhl8 (// .ho qUill"'" 01
IlIpp~r9l'\tly ldantieal or limllQr ~p&Clmt:"u"
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
135/15/213138 113:139
972413681323
ALPHA TESTING
PAGE 132/16
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ALPHA TESTING, INC.
2200 WJsconsln St., Surte 100
Dallas. Texas 75229
972/620-8911 - 972/263-4937 (Metra)
FAX: 972/~023
REPORT OF FIELD
COMPACTION TESTS
...
TESTED FOR:
John Baker Corporation
Houston, Texas
DATE: 04/09/08
PROJECT:
Arbor Manors
Cappell. Texas
OUR REPORT NO.: 080332-4A
TEST ~ SOlllD OPTIMUM MAXIMUM ~AB IN PLACE IN PLACE PERCENT
DATE MOISTURE DIO'DENSITY r.lOISTURE olty DENSITY COMMENT"
NO DEPTH NUMBER % pcr ,. pCF COMPACTION
8 04/09/08 SG 1 11.6 111.1 11.9 109 98 2-A
9 04/09/08 SG 1 11.6 111.7 13.0 108 96 2-A
10 04/09/08 SG 1 11.6 111.7 11.7 109 98 2-A
11 04109(08 SG 1 11.6 111.7 13.2 107 96 2-A
12 04(09/06 SG 1 11.6 111.7 11.8 111 99 2-A
13 04(09/08 FG-O.8 1 11.6 111.7 13.6 107 95 1-A
14 04/09/08 FG-2.5 1 116 111.7 12.5 108 97 1-A
TEST DATA:
TEST LOCATION'
BUILDING PADS
8 50' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 15
9 40' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 17
10 25' SAND 60' E FROM THE NW CORNER OF BLOCK A, PAD 19
11 20' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 21
12 25' SAND 40' e FROM THE NW CORNER OF BLOCK A, PAD 23
13 30'S AND 50' E FROM THE NW CORNER OF BLOCK A, PAD 20
14 20' SAND 60' E FROM THE NW CORNER OF BLOCK A, PAD 22
1, FILL
2. NATURALSUBORAOE
3. LIME STABiliZED
4, CEMENT TREPoTED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICA nONS
9. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PEftCENT IN 1='LAce MOISTURE Does NOT COMPLY WITH SPECIFICA1ION$
o RETEST
Ra$l>ec\fully Submilled.
~----
S.mp&on Chlln
ALPHA TESTING. INC.
Our "" ,...ulll end repo~o _,., tfl<o ..cl".lv~ v.a.' lne 1;"'"" (ond tholr de~'gnll1.d _,p'."" o~ (,'"In our omeol ~M elloll not D. reproduced .ndlOr dlalribulecl ~ wilt> ""I''''''I:lPPNlVSI of
^lPHA. ThD UlI8 01 our nem. nl'lll t811 ,..."~. mu~\ 1'0""'" ou' ""11I.n .pprovo' Tn.lre.uh. .no repo"e apply Mly 10 tn. ..a"'D1.. to.1aG .ndlar ebo""'.", ond.... not Indl"''''''' of"'. qualm.. 0'
.ppll/'llnlly 'd."'I...1 or .Imile, .~ci""'n..
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting