Arbor Manors-LR080509
05/30/2008 08:55
9724058023
ALPHA TESTING
PAGE 01/03
ILPHI~'ESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials r Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
John Baker Corporation
C/O Priority Development. LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 05/09/08
TESTED FOR:
OUR REPORT NO.: 080332-22
TEST DATA:
TEST ~ SOlllD OP'rlMUM MAX~M LAS IN PLACE IN PlACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE ORVOeNSI1Y MOISTURE DRY DENSITY COMI"AGTION COMMENT"
~ PCI'" % I'CF
225 05/09/08 FG.O.7 1 11.6 111.7 12.1 109 97 1-A
226 05109/08 FG-O.8 1 11.6 111-7 13.8 107 96 1-A
227 05/09/08 FG-O.a 1 11.6 111.7 12.4 111 99 i-A
228 05/09/08 FG.(I.8 1 11.6 111.7 12.2 110 99 1-A
229 05109/08 FG-1.7 1 11.6 111.7 12.4 110 99 1-A
230 05/09/08 FG- 1 .2 1 11.6 111.7 13.8 107 96 1-A
231 05/09/08 FG-O.7 1 11.6 111.7 12.9 108 97 1-A
TEST LOCATION:
BUILDING PADS
225 30' SAND 70' E FROM THE NW CORNER OF BLOCK E, PAD 2 CITy OF COF>PEll -
ATTN; eNGINEERING D~. /
226 20' SAND 40' E FROM THE NW CORNER OF BLOCK E, PAD 6 rax:
(972) 3D4-3570 -
227 30' SAND 60' E FROM THE NW CORNER OF BLOCK E, PAD 11 nllOl.21DS/:>il -
1~
228 25' SAND 50' E FROM THE NW CORNER OF BLOCK E, PAD 17
229 20' SAND 70' E FROM THE NW CORNER OF BLOCK E. PAD 16
230 25' SAND 50' E FROM THE NW CORNER OF BLOCK E, PAD 16
231 30' 5 AND 30' E FROM THE NW CORNER OF BLOCK E, PAD 16
1. FilL
2. NAiURALSU6GRADE
3, LUI,ft: Sf AfllLIZED
4, ceMENT TREATED
. A. I~ PLACE PERCl:NT MOISTURE AND PERCENT COMPACTION COMPLY WITH SpECIFICATIONS
B. PERCENT COMPACTION Does NOT COMPLY wrrH SPE.CIFICATIONS
c. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WffioI SPECIFICATIONS
D. RETEST
Respectfully SObmiltM.
~
Sf.Imp900 cnan
ALPHA rESTING, INC.
Our les1 ,.....,11$ llnd re~r1B Me I'or lhe I'~"'w;ivo u~e Of It1e Cllem (And lh~ir deolAr>B\ed ,.,.opiAnt! on me In our oMcel <U1d iohAll "01 !Ie rlllll"oduced Blldlor d~lritxJled 1I:ccap! wlll1 9l(pn185 iIPP!fIvQI of
AlPHA. TI1a'- ~f ~ur name end Islll "'llLIH. Mu!l receive auT wrllt'''' opproveL Te~ ",""ull! ;and rSllOrtll epply only \0 the sample. tested an<lIar QM'"Vod. and - nal indlcelw" or the! quall~o~ cI
l;lpperenllY IalImlCllI or .imiltlt ~J'(lcirnens.
05/30/2008 08:55
9724058023
ALPHA TESTING
PAGE 02/03
ALPHA ~TESTINI
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.al~hatestlng.eom
TESTED FOR: John Baker Corporation
C/O Priority Development, LP
Houston. Texas
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/09/08
PROJECT:
Arbor Manors
Cappell, Texas
OUR REPORT NO.: 080332-22A
TeST DATA:
TEST ~. SOrLIO OPTIMUM MAXIMUM lAB IN PI..I\CE IN PLACE I"ERCENT
DATE MOISTURE DRY DfNSITY MOISTURE OR'!' DENBrTY COMMENT"
NO. DEPTH NUMBER % PCF % PCF COMPACtION
232 05/09/08 FG-O.3 1 11.6 111.7 12.7 lOB 97 l-A
233 05/09/08 FG-o.3 1 11.6 111.7 13.8 107 96 1-A
234 05/09/08 FG-o.6 1 11.6 111.7 12.1 111 100 1-A
235 05/09/08 FG-O.6 1 11.6 111.7 12.7 110 98 i-A
236 05/09/08 FG-O.6 1 11.6 111.7 12.5 110 99 1-A
237 05109/08 FG-o.5 1 11.6 111.7 12.5 109 97 i-A
238 05/09/08 FG-0.5 1 11.6 111.7 13.2 107 96 1-A
TEST LOCATION:
BUILDING PADS
232 25' SAND 45' E FROM THE NW CORNER OF BLOCK E, PAD 6
233 30' SAND 50' E FROM THE NW CORNER OF BLOCK E, PAD 11
234 20' SAND 40' E FROM THE NW CORNER OF BLOCK E, PAD 21
235 30' SAND 50' E FROM THE NW CORNER OF BLOCK E, PAD 22
236 25' SAND 60' E FROM THE NW CORNER OF BLOCK E, PAD 23
237 20' SAND 40' E FROM THE NW CORNER OF BLOCK F PAD 1
238 30' SAND 50' E FROM THE NW CORNER OF BLOCK F, PAD 2
1. Fill
2. NATURALSUBGRAOE
3. LIME STABILIZED
4 CEMENTiREATEO
. A. IN PLACE PERCENT MOISiu~e AND PERCENT COMPACTION COMPL V W1Tli SPECIFICATIONS
B. PERCENT COMPACTION ooes NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY wmt SPECIFICATIONS
D. RETEST
~
sampson Cnan
ALPI-!A reSTIMc;, INC.
Our l(I~t I"!l!utl! 8IKl repor1s BI"ll fgf thO A.elu!ive use 01 \I1e ClIent (and thlllr <I,,~ig_d reclpienl!l ~ me in our aMce) I1Ild sh<111 ncX b" n;produC&d _Of dla1ribUlIId _I ""un 8'q;lrl;"~ ~ppJl;>\lQI d:
AI.Pl-IA. Th~ use III ~ur name And h;ul1 ","ults musll"llUiY6 our wrl"en appr~""I. TA'1 rA!luIl. ~nd toport! :lp~Y only to the ~m;>I""1",,'Ad Rnd/or Db~OMld. I!Ild 111'8 net incllc:etiYtl r:! tl1ll qulMllhla or
app8l\!lnlly l<lenllcal Dr ~,t'I'lll4l' !peClmena.