Arbor Manors-LR080415
05/15/2008 10:09
9724058023
ALPHA TEST! NG
PAGE 07115
I~A rESTING. INC.
2209 WisconsIn St., Suite 'DO
Do(lOs. Texas 75229
972/620-897 1 - 972/263.4937 (Metro)
FAX: 972/406-lJ023
(.=~X:
REPORT OF FIELD
COMPACTION TESTS
PROJECT;
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 04/15/06
TESTED FOR:
OUR REPORT NO.: 080332-9
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAIJ IN PLACi IN PLACE PERCENT
NO. DATE DEPTt-l NUMBER MOISTURf DRY oe:NSIN MOltmlRE ORYOENSITY COMi>ACTION COMMENT"
'llo PCF 'llo peF
57 04/15/08 SG 1 11.6 111.7 12.7 108 97 2-A
58 04/15/08 SG 1 11.6 111.7 13.0 107 96 2-A
59 04{15/08 SG 1 11.6 111.7 11.8 111 99 2.A
60 04/15/08 SG 1 11.6 111.7 13.5 107 96 2-A
61 04/15/08 $G 1 11.6 111.7 11.2 110 98 2-A
62 04/15/08 FG-03 1 11.6 111.7 13.1 108 96 1~A
63 04/15108 FG-O.7 1 11.6 111.7 13.4 107 96 1-A
TEST LOCATION'
BUILDING PADS
57 60' SAND 30' E FROM THE NW CORNER OF BLOCK B. PAD 1
58 30' SAND 25' E FROM THE NW CORNER OF BLOCK B, PAD 3
59 70' SAND 20' E FROM THE NW CORNER OF BLOCK B, PAD 5
60 30' SAND 60' E FROM THE NW CORNER OF BLOCK B, PAD 7
61 25' SAND 40' E FROM THE NW CORNER OF BLOCK B, PAD 9
62 3D' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 18
63 40' SAND 60' E FROM THE NW CORNER OF BLOCK A, PAD 17
, FII.l.
2. /'4ATURAL SUBGRADE
J. LIME STABILIZED
4. CEMENT T~EATED
. A IN PLACE PERCENT MOISTURE AND pERCENT COMPACTION COI\IIPlYWITH SPECIFICATIONS
B PI:~CENT COMPACTION OOES NOT COMPl.Y WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE ODES NOT COMPL V WITH SPF.CIFICATIONS
o. RETEST
RMpeclfully Submllled.
~-
sampson Chan
ALPHA TESTING, INC.
Ow 1AJ,1!"OSuh. II('1ct rapor1a." for ff'ua CUCCIUlIl" '..." of 1"'0 Cli4i!l"lt (.nd lMit M...llill"'llllOd rl'Clrl."I~ (11\ iii. In Dur OfFice) I!Ind :".11 no' bg teproctvc.cr artdlor dl,uibLJ.d ,,)(e.pl wiU, MltIrll)p~ lIIp~OIJII at
^lPHA, Tha use of "lpIr nomt end \"!IO' tt1~ulll mu.~ NCDI.... our ...,.111~ aCIP'QYAL Tell ra.ulte. ,net PAPon, apply only to lI"le ..mpla~ toeltfd and/or otl""",6d. 03F'1d EtfIlJl "De 11'\d1C8l1vt Of IMe qualllln of
"PPf\"nl1y idol\tle,el or Illmll.n speti/TlJ!lln.....
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
05/15/200~ 10:09
97240581323
ALPHA TESTING
PAGE 08/15
I~A TESTING. INC.
2209 Wisconsin St., Suire 100
Dallos, Texas 75229
972/620-891 J - 972/2~-4937 (Metro)
FAX; 972/406-8023
/~-""/.'
'-.-..."".,.,1 ........
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
CIO Priority Development, lP
Houston, Texas
DATE: 04/15/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 080332.9A
TeST DATA:
TES1 ~ SOlLID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PE~CEtn"
NO DATE DEPTH NUMBER MOIST\JIIE DRV DENS''''' MOISTURE OilY DI<NSITY COr.1PACTION COMMENT.
'Jo PCF % pCF
64 04/15/08 FG-3.4 1 11.6 111.7 12.8 108 96 1-A
65 04/15/08 FG-3.9 1 11.6 1117 13.4 107 96 1-A
66 04/15/08 FG-4.9 1 11.6 111.7 11.6 110 98 1-A
67 04/15/08 FG-6.6 1 11.6 111.7 13.4 107 96 1-A
68 04/15/08 FG-47 1 116 111.7 12,1 110 99 1-A
69 04/15/08 FG-6.2 1 11.6 111.7 13.3 108 96 1-A
70 04/15/08 FG-6.1 1 11.6 111.7 13.5 107 96 1-A
TEST LOCATION:
BUILDING PADS
64 70' SAND 30' E FROM THE NW CORNER OF BLOCK A. PAD 10
65 40' SAND 20' E FROM THE NW CORNER OF BLOCK A PAD 11
66 60' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 12
67 50' SAND 25' E FROM THE NW CORNER OF BLOCK A. PAD 13
68 70' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 14
69 30' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 15
70 40' 5 AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 16
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
"", CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFlCA nONS
D. R.ETEST
Respectfully Submilled.
~-
s amp,on Cnan
ALPHA 1ESTlNG. INC.
Our UtI' r"sulls end r8pan~ DnI ~I tl'tI ClI.olu,l~ 1.1_. of Iho Cli",,..1 tN1d Iholr (ttulQn~IOd reclplAnu: on fife In our oniort) and t-haU not 0. ropreduced rand/Of d,,'rlbuted e"C8pt with .kel,.... Appraval of
Al.P.-.A, itl,. Llltl of o~r "Al"l'l~ lSn~ tet;1 fr.suUI mu.t r<<:oive our ""~"et\ s,",rQVAl. Tell rl!'r..ult~ el'"ltJ "po,,: ItlDIY only to U"Ut 'Rrnpl.~ lelL-Jd .nd/Of obtervlMl, 161'1" t,.. "Dllnd'tIlUV~ Dr &no qu.lIl''''' of
8PPArQI"\tly Ic;I"n1Ict.l1 or Ilmllnr tpeC1m9"9l.
Geotechnical Engineering So Construction Material$ Testing & EnVironmental Engineering & Consulting