Arbor Manors-LR080416
05/14/2008 12:55
9724058023
ALPHA TESTING
PAGE 09/15
'~'\A TESTING. INC.
2209 Wisconsin St.. Sulfa 100
Do/los. Taxas 75229
972/62(HJ911 - 972/263.4937 (Metro)
FAX: 9721406"802~
ex
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
CIO Priority Development, LP
Houston. TEXAS
DATE: 04/16/08
PROJECT
Arbor Manors
Coppell. Texas
OUR REPORT NO.: 080332-10
TEST DATA
TEST ~ SOIL 10 OPTIMuM IAAllIMUM LAB IN PLACF. IN PlACE PERCENT
NO. DATE DEPTH NUMBER MOISTVQE DRY DENSITY MOI$TUR[;, DRY OENSITY COMPACTION COMMENT"
'K PCF % PCI'
71 04/16/08 SG 1 11.6 111.7 13.4 107 96 2-A
72 04/16/08 SG 1 11.6 111.7 13.6 107 96 2-A
73 04/16/08 SO 1 11.6 111.7 12.0 110 99 2-A
74 04/16/08 SG 1 11.6 111,7 13.4 107 96 2-A
75 04/16/08 SG 1 11.6 111.7 12.9 111 99 2.A
76 04/16/08 FG-1.0 1 11.6 111.7 13.6 106 95 2.A
77 04/16/0a FG-1.0 1 11.6 111.7 12.8 108 96 2-A
TEST LOCATION'
PADS
71 3D' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK D. PAD 1
72 40' SOUTH AND 3D' EAST FROM THE NORTHWEST CORNE~ OF BLOCK D, PAD 3
73 30' SOUTH AND 30' EAST FROM THE NORTHWEST CORNER OF BLOCK D. PAD 5
74 50' SOUTH AND 25' EAST FROM THE NORTHWEST CORNER OF BLOCK 0, PAO 7
75 70' SOUTH AND 30' EAST FROM THE NORTHWEST CORNER OF BLOCK D, PAD 9
76 40' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF BLOCK D. PAD 6
77 60' SOUTH AND 25' EAST FROM THE NORTHWEST CORNER OF BLOCK D. PAD 8
1. FILL
?. NATURAL SUBGRADE
3. LIME STABILlZEO
~. CEMENT TREA TEO
"A. IN PLACE PERCENT MOISTURE ANO PERCENT COMPACTION COMPl YWITH SPECIFIC.&.TIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE ODES NOT COMP~ Y WITH SPECIFICATIONS
D. RETEST
~='~
samllson CMEln
ALPHA TESTING, INC.
Our hut ~8u1l8 11M '"ApO"~ ;\fO lor Lhe It)(c\u8Ivt v... at It"Ia Clilnl (Bf'1lj 'heir dasigl"leled 'lclOl.-n'. Dn Pila I" oyr omoe) ."eII"".n net ba reproduce" andIDr dl~lrtblJ'ed "oe~l Wah &I'l:p'", R~p",""1 or
AL.PHA, The lJ!A) of our nem9 I;tnd hnt nnulls rnuU reCeive O\,!r 'W'I'lltfll" IlIppro\/81, T...t rn~ull~ ISl"Id report. f'''~ly a"ly 10 It'le !Amplel 'etlt~d nnd/or Db~f1rv8d. Ind 8'" nOI, indicativa of tht:r Qualities cf
. poef.olly id.nU<:lI1 or oimilcf epeel","".
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
05/15/2008 10:09
97240&8023
ALPHA TESTING
PAGE 10/1&
I~A rESTING. INC.
2209 W/!JCons/n St., Suite tOO
Ool/OS, Texas 75229
972/62O-lJ911 - 9721263-4937 (Metro)
FAX: 972/406-8023
ex
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
John Baker Corporation
C/O Priority Development, LP
Houston, TEXAS
Arbor Manors
Coppell, Texas
DATE: 04/16/08
TESTED FOR:
OU~ REPORT NO,: OB0332.10A
TEST DATA
TEST ~ SOILID OPTIMUM MAXIMUM l"e IN PLAce IN PLACE PEACENT
DATE MOISTUI'lE DRY DEN6m' MOISTURE DRY DENSITY COMMENT-
NO. DEP-rH NUMBER \40 PC~ ,.. PCF COMPACTION
78 D4f16f08 FG-4.2 1 11.6 111.7 13.4 107 96 1-A
79 04/16/06 FG-3.3 1 11.6 111.7 12.9 108 97 1-A
80 04/16/08 FG-4.3 1 11,6 111.7 11.9 111 99 1-A
81 04f16/08 FG-3.2 1 11.6 111.7 13.4 107 96 1-A
82 04/16/06 FG-4.4 1 11.6 111.7 11.1 110 99 1-A
83 04/16/08 FG-3.3 1 11.6 111.7 13.4 107 96 '-A
84 04f16/0B FG-Z.3 1 11.6 111.7 12.5 108 97 1-A
TEST LOCATION'
PADS
78 60' SOUTH AND 30' EAST FROM THE NORTHWEST CORNER OF BLOCK B. PAD 2
79 40' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF BLOCK B, PAD 4
80 50' SOUTH AND 25' EAST FROM THE NORTHWEST CORNER OF BLOCK B PAD 6
81 30' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK B, PAD 8
82 40' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK S, PAD 9
83 30' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK e, PAD 6
84 40' SOUTHA NO 60' EAST FROM THE NORTHWEST CORNER OF BLOCK 8. PAD 6
1 FILL
2 NATURALSUBGRADE
:!. LIME STABILIZED
~, CEMENT TREATEO
. 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 wrl'H SPECIFICATIONS
D. RETEST
~'~
Samp90n Chan
ALPHA -reSTING. INC.
Our l&!l ruu\u I:Ind t'apane er. fer tho $)(cl...,I\la us. ", tf"le Cll1:'f\1 (;\nd tt"lelr d'lIlgnll1ed l.eiplenlJ an '.a II'l our amt:.lI) oiJnd _"...11 not bA rapr'O'du~cI..nd/or dl:iUib\II'td .ltl:apt wi'~ ei:p'~.~ IIIpprcv.1 af
ALPHA. Th<! ule 01 our n~",e end le'l ""ulls mu!\ '8(01'0 our wrlllen ,pp'"".1 Te81 ro..,ll. 8nd ,.po~' APPly onlV 10 Ih. .~~I"'''lOd ~ndl1>r Dbl.",.d. end ara nol indiG&l'i.e Df 1M qu~'ltI.~ of
~pp8'ent!y IdAn!it:)1 Of 6lmlllu r.pDe:;",enl,
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting