Arbor Manors-LR080419
05/15/2008 10:09
9724058023
ALPHA TESTING
PAGE 13/15
I~A TESTING. INC.
2209 Wlsconslrt Sf'" Suite 100
Dallas. T&xos 75229
9721620-S91 r - 9721263-LJ937 (Metro)
FAX: 972t406.8023
....,........,..
REPORT OF FIELD
COMPACTION TESTS
PROJECT
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 04/19/08
TESTED FOR
OUR REPORT NO,: 080332-13
TEST DATA
TEST ~ SOIL 10 OPT'I~IJM MAXIMUM i"AB IN PLACE IN PLACE PERCENT
NO DATE DEPTH NUM6ER MOISTURE DAY OF.NGITY MOISTURF. DRV DENSITY COMPIICTION COMMENT'
',\, Pcr. "'- PCI'
113 04/19/08 FG-1.5 1 11.6 111.7 12.1 109 97 1-A
114 04/19/08 FG-1.5 1 11.6 111.7 13.3 106 95 1.A
115 04/19/08 FG-1.5 1 116 111.7 12.0 111 99 1-A
116 04/19/08 FG-1.5 1 116 111.7 12.9 108 97 1-A
117 04/19/08 FG-O.8 1 11.6 111.7 12.5 109 97 1-A
116 04/19/08 FG.15 1 11.6 111.7 13.3 108 96 1-A
119 04/19/08 FG-Q,3 1 11.6 111.7 13.3 107 95 1.A
TEST LOCATION
PADS
113 AR BOR MANORS DRIVE AT STATION 2+00
114 WILD PLUM DRIVE AT STATION 4+25
115 JUNIPER DRIVE AT STATION 8+75
116 WHITE SPRUCE DRIVE AT STATION 3+00
117 20' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 21
118 25' SAND 50' E FROM THE NW CORNER OF BLOCK A. PAD 22
119 30' SAND 60' E FROM THE NW CORNER OF BLOCK A, PAD 23
, FILL
2 NATURALSUBGRAOF.
3 LIME STASILIZED
4. CEMfNTTREATED
. A. IN PLACE ~ERCENT MOISTURE AND PERCENT COMPACTION COMPL Y WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE ODES NOT COMPl Y WITH S"~CIFICATIONS
O. RETEST
R~speclfu"y Submltled,
<-J~---
SlJmp.cn ChM
AI.PHA TESTING. INC,
0"' 1.0l ,.,",,. .od t.pOrt5 .'~ for 1M 6teluOI,. Vi. (II lhe ellen! lend Ihnir iS6Slllne'.~ ,~<ipienll on "ie in our olfie.1 ~nd il1,,1I nol be reprcdvcI" "ndlor dlll,lDuted .""npl with 8""r096 8wrov,,1 of
I'\LPHA Tt\~ u.,r. of out fI.me fln~ 'C'I~1 ~~lIs M\.lll r~Qh/Cl ~U( """"llln Ic\Pt'O'\o'...1. Te91 re"~ll'~ ,:,~d r~pon8 ROOty only lc tl'l6 s.empllli's IA'lcd ~f\d/Of' ob..rvAd, And :Ire not Inolcallv~ of fha qu~lititJ Of
QPp3rtt'\Uv Idf:'rlIICAI [J[ :\im;',,' ",peclm~n:':
Geotechnical Engineering & Construction Materials Testing & Environmen1al Engineering & Consulting
05/15/2008 10:09
9724058023
ALPHA TESTING
PAGE 1411 5
I~A TESTING. INC.
2209 Wlsccmsin St.. Suite 7 (J()
Dol/os. Texas 75229
972/620-8911 - 972/263-4",37 (Metro)
FAX: 9721406-8023
<:.:~~~~'~>::,."
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
DATE: 04/19/08
PROJ ECT
Arbor Manors
Cappell, Texas
OUR REPORT NO.: 080332-13A
TEST DATA
TEST ~. SOIL 10 OPTIMUM MAXIMUM lAIl IN PLACE IN PLACE "E~eENT
DATE OEf'T NUMBER MOISTURfi DRY DENSITY MOISTURE DRV DENSITY COMPACTION COMMENT-
NO, % PC~ ".10 pc~
120 04'19/06 FG-1.4 1 11.6 111.7 12.4 108 97 1-A
121 04/19/08 FG-1.9 1 11.6 111.7 13,5 107 96 1-A
122 04/1 9/08 FG-2.9 1 11.6 111.7 11.3 110 98 1-A
123 04/19/08 FG-4.6 1 11.6 111.7 13.4 107 96 1-A
124 04/19/08 FG-2.7 1 11.6 111.7 12.1 110 98 1-A
125 04/19/08 FG-4,2 1 11.6 111.7 13.3 108 97 1-A
126 04/19/08 fG-4 1 1 11.6 111.7 13.4 108 96 1-A
rEST LOCATION'
PADS
120 40' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 10
121 30' SAND 25' E FROM THE NW CORNER OF BLOCK A. PAD 11
122 70' SAND 30' E FROM THE NW CORNER OF BLOCK A. PAD 12
123 50' SAND 20' E FROM THE NW CORNER OF BLOCK A. PAD 13
124 30' SAND 25' E FROM THE NW CORNER OF BLOCK A. PAD 14
125 40' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 15
126 60' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 16
1 FILL
2 NATURALSUBGRAOE
j LIME STABII.IZEO
4 CE~A1ENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. pERCENT COMPACTION DOES NOT COMPL'I' WITH SPECIFICATIONS
C PERCENT IN PlACE MOISTURE DOES NOT COMPI.Y WITH SPECIFICATIONS
D. RETEST
Re~pec!fully Submitted.
~~_.-
Sampson Chsn
ALPHA Tl:STING. INC.
Our leat r~lil)lt,; And roporls 3r! for thp 11I)lr..lu~i",r. ~~ Of the C116"t (Ami 'hr.lf d~liQnstBc:l rectQIIJnla: Q~ filn in our orflCi!'l and snf'l. nt'll bn repl'Odueea aruUor dl.1rlblJ'1'd .lt~.pt with eJipren 8CproVII ~r
AlPH~ ThA USiI of our name I'ntt lA:'lit '.~ul!~ l"tlU,t tec:eive our 'MItt"" ~ppro....o':Il. Tetl rlluU. flnd rwpDr1: Apply only to lFW> I@mpl~ fAs;fr.-d ~nd(or abseNt". sn" 8f'l1!1 ,.,'" Indlc:\4ivr. 0' the quallli~! 01'
~~O~~Nly Id~nlIClOI Qr c.'m,lor soecimen6
Geotechnical Engineering & Construction Materials Testing 8.. Environmental Engineering & Consulting