Arbor Manors-LR080411
~
05/14/2008 12:55
9724068023
ALPHA TESTING
PAGE 03/16
I'.
ALPHA TESTING, INC.
2209 Wisconsin St.. SuIte 100
DOl/os. Texos 75229
972/620-8977 - 972/263..4937 (Metro)
FAX: 972/406-8023
ex
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
CIO Priority Development, LP
Houston. TEXAS
DATE: 04/11/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 080332-7
TEST DATA:
TEST ~ SOil 10 OPTIMUt.l IIWlIMUM ~"'B IN I'I.4CE IN P\.ACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE MY OEN$llY COMMENT-
NO DE PTH NUMBER .... PCF 110 fieF COMP^CTION
29 04/1110B SG 1 11.6 111.7 12.7 108 97 2-A
30 04/11108 SG 1 11.6 111.7 13.4 107 96 2-A
31 04/11108 5G 1 116 111.7 12.1 110 99 2-A
32 04/11/08 SG 1 11.6 111.7 13.4 107 98 2-A
33 04/11/0B SG 1 11.6 111.7 11.2 110 99 2-A
34 04/11/08 FG-.7 1 11.6 111.7 13.3 108 96 1-A
35 04/11/08 FG-2.0 1 11.6 111.7 13.5 107 96 1-A
TEST LOCATION'
PADS
29 70' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK C, PAD 1
30 30' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK C, PAD 3
31 25' SOUTH AND 25' EAST FROM THE NORTHWEST CORNER OF BLOCK C, PAD 5
32 3D' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK C, PAD 7
33 25' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK C. PAD 9
34 30' SOUTH AND 70' EAST FROM THE NORTHWEST CORNER OF BLOCK C PAD 4
35 20' SOUTH AND 40' EAST FROM THE NORHTWEST CORNER OF BLOCK C. PAD 6
1 FI1.L
2. NATURAL SUBGAADE
~. LIME STABILIZED
4. CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPI.V WITI'l SPECIFICATIONS
e. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
~'
samplon ChIn
ALPHA "TESTING. IHC
Our lest rellllUl1imI:f ,eopOtla ere fOr \he DlIellJ.lv. uroa of the Cll.n, land tn.lr d..ignlled ~'phtnl' on nt. In our clf\e.) ,"d "'usll "~b4 '.GcluC4Jd an./ar dllUlbulod ~J11I!A,.1 wllh aJCp",~~ i!'f"PI'Bv.1 or
ALPf4A. ThO u.~.r 0\" nom' 3M le.1 r..ul.. mUll ,."...Ivo Ou' vIIllt.n opp"'vll T.., ro.ufl. ond '.p.rU IPply only I" Ihl l"",plU ',,"I"d ,NI/o. Obte",.d. and.,,, ~o, ;fldICllIi.o or Ihs <lVlhll,. 0'
op~renlly IdlU'~tlc~1 Of limlllu as:Jactf'ft8l'\1
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
05/14/2008 12:55
9724068023
ALPHA TESTING
PAGE 04/16
I~A TESTING. INC.
2209 Wisconsin st., Suite 100
Dallas, T9)((]$ 7522Q
972/620-891 7 - 972/:163-4937 (Metro)
FAX: 972/406-8023
C><
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
C/O Priority Development. LP
Houston, TEXAS
DATE: 04/11/08
PROJECT:
Arbor Manors
Cappelli Texas
OUR REPORT NO.: 080332-7A
TEST DATA:
TEST ~. SOILID OPTIIIlUM MPJ<IMUM LAIl IN I'LAC~ IN PLACE I'E~CiNT
DATE MOISTUAf DRY DENSITY MOISTURE. DRY OENSITV COMMENT"
NO, DE PTH NUMB~R '4 PCF \to PC' COMPACTION
36 04/11/06 SG 1 11,6 111.7 12.8 108 96 2.A
37 04/11/08 SG 1 11,6 111.7 13.4 107 96 2-A
38 04/11/08 SG 1 11,6 111.7 11.6 110 98 2.A
39 04/11/08 SG 1 11.6 111.7 13.4 107 96 2-A
40 04/11/08 SG 1 11.6 111.7 12.1 110 98 2-A
41 04/11/08 SG 1 11.6 111.7 13.4 107 96 2-A
42 04/11/08 FG-7.7 1 11.6 111.7 13.1 106 96 1-A
TEST LOCATION'
PADS
36 30' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK E PAD 1
37 25' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 3
38 30' SOUTH AND 3D' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 5
39 20' SOUTH AND 70' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 7
40 40' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 9
41 30' SOUTH AND 50' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 11
42 25' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BLOCK E, PAD 2
1 FILL
2 NATURALSUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
. A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIF"ICATIONS
8. PERCENT COMPACTION oOES NOT COMPLY WIT~ SPECIFltA110NS
C PERCENT IN PLACE MOISTURE DOES NOT COMPL V WITH speCIFICATIONS
D. RE1EST
J;::~
Sampson Chan
ALPHA TESTING, INC.
Our lest l'tIf:ultl. ;:and report..t ." rcr thg OIfCluli"e u,. or tho Chen' (an" 'n"lr datl(l,f'llltd r.cl~~'. on R161" CUt Oftlt;8' I!'f'1d Shall not be ,eprOCluN(f ondlar d.l,Ibl.I'~ ..cept wll'" o..prt".. .pproval at
A.lPHA Th~ lilt. 0' our "I",.. and 11.1 f,!,.uH!i n'lu.t reCelv, our Wl"'illeJ"l 6C'prOVQI, T4HII tl!Uullt '"ell "poria IIpply only to Ine '(lImpl." tosLed andlOr otJ,l!lu'ynd, Ol"td are nOllnQleAllva Dr 1"1 auell',"-c'
IiIppnrentl)' i~.nllcal or ,slmll.r !pttelM&nt.
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting