Arbor Manors-LR080604
07/03/2008 08:47
9724068023
ALPHA TESTING
PAGE 03/06
IlPl1 ~ TESn..
2209 Wisconsin Street. Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
=:rhalesting.com
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
Arbor Manors
CappellI Texas
DATE: 06/04/08
TESTED FOR:
OUR REPORT NO.: 080332-37
TEST DATA:
TEST ~ SOILID OPTNUM MAXIMUM LAS IN PLAce IN PLACE PERCENT
DATE MOISTURE DRY DeNSITY MOISTUM DRY DENSITY COMMENT"'
NO. DEPTH NUMBER '" PCF ~ PCF' COt.1I>ACTION
337 06/04/08 FG-2.0 2 17.9 106.4 19.3 105 99 1-A
338 06104108 FG~1.0 2 17.9 106.4 21.9 102 96 1-A
339 06/04/08 FG-2.0 2 17.9 106.4 21,8 102 go 1-A
340 06/04/0B FG-1.0 2 17.9 106.4 21.8 102 96 1-A
341 06104/08 FG~2.0 2 17.9 106.4 21.2 104 97 1-A
342 06/04/08 FG-l.0 2 17.9 106.4 20.8 105 98 1-A
343 06/04108 FG-2.0 2 17.9 106.4 19.1 105 99 1-A
TEST LOCATION:
UTILITIES
337 WATER MAIN LINE ALONG PEACH TREE DRIVE AT PAVING STATION 1+00
338 WATER MAIN LINE ALONG PEACH TREE DRIVE AT PAVING STATION 1+00
339 WATER MAIN LINE ALONG PEACH TREE DRIVE AT PAVING STATION 4+00
340 WATER MAIN LINE ALONG PEACH TREE DRIVE AT PAVING STATION 4+00
341 WATER MAIN LINE ALONG JUNIPER DRIVE AT PAVING STATION 7+00
342 WATER MAIN LINE ALONG JUNIPER DRIVE AT PAVING STATION 7+00
343 WATER MAIN LINE ALONG JUNIPER DRIVE AT PAVING STATION 10+00
1, Fill
:t NATIJRAl sUBGAAOe
3. LIME STABI1.IZeO
4, CEMENTTREATED
. A. IN PLACE PERCENT MOISTURE AND PE~CeNT COMPACTION COMP~ Y WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOr COMPI. Y WlTH SPECIFICATIONS
c. PERceNT IN PLACE MOISTUI'{E Does NOT COMPLY \/VlTH SPECIFICA nONS
D. RET'IOST
Respeetf1.lJ' SI,l~lned,
~--
S3mpson Chan
ALPHA TESTING, INC
o~, ,eo' rooull. and ,..,...,rtw ...... r... 1M """,uolv. u... '" tho> CIIMI (OI'Id .""If doIollll'llllod ro.:i~"t'ol~ (In n1~ In our Df!iCCl) and .1'1:111 r'IO( De ~rtXlLJO<K! ....dJcr distribuled e~Q8pl 1Mth axpo'O'05 allPfov. <:II
ALPt-lA. Th~ """ cI our"""'" ana teet "''"'It>; mu," """"Ive OIJr wrlIlen "I'prnv~1. TOM fHlJlIB end reQOrtll !1PPIY ""IV to II'le S8IIIIIIes lestlld end/or ab~Otved. anll8rl! ntllln<ll~~ or lhe Il\lsll1l95III
:lptl8ren11y 1d<l1'lk;R1 ar ,lmilll' SIleCtmen8.
07/03/2008 08:47
9724058023
ALPHA TESTING
PAGE 04/05
ILPII~TESTINII
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials 1 Environmental
WNW.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
CIO Priority Development, LP
Houston, Texas
DATE: 06/04/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 080332~37A
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXMJM lAB IN PLACE IN PLAce PERCENT
NO. DATE DEFlTH NUMBER MOISTURE DRY DENSI1'Y MOISTURE DRY O'EiN$ITY COMP.AC,!,ION COMMENT"
% PCF ,. PCF
344 06/04/08 FG-1.0 2 17.9 106.4 21.6 103 97 1-A
345 06104/08 FG-2.0 2 17.9 106,4 21.4 103 97 1~A
346 06/04108 FG-1.0 2 17.9 106.4 20.8 105 98 1-A
347 06/04/08 FG-2.0 2 17.9 106.4 20.5 104 97 1-A
348 06/04/08 FG-1.0 2 179 106.4 21.6 103 97 1-A
349 06/04/08 FG-2.0 2 17.9 106.4 21.7 13 12 1-A
350 06/04108 FG-1.0 2 17.9 106.4 20.8 105 98 1-A
TEST LOCATION:
UTILITIES
344 WATER MAIN LINE ALONG JUNIPER DRIVE AT PAVING STATION 10+00
345 WATER. MAIN LINE ALONG JUNIPER CT. AT PAVING STATION 12+50
346 WATER. MAIN LINE ALONG JUNIPER CT, AT PAVING STATION 12+50
347 WATER MAIN LINE ALONG JUNIPER CT. AT PAVING STATION 15+50
348 WATER MAIN LINE ALONG JUNIPER CT. AT PAVING STATION 15+50
349 WATER MAIN LINE AT SE CORNER FROM BLOCK E, PAD 17
350 WATER MAIN LINE AT SE CORNER FROM BLOCK E, PAD 17
1. FILL
2. NATURA~SU8GRAOE
3. l.IMi STAell.1~t;C
4. ceMeNT TR~TeD
. A. IN PLACE PERCENT MOlsrU~E ANO PERCENT COMPACTION COMPLY WJTloI SPECIFICATIONS
B. PERCENT COMPACTlON DOES NOT COMPLY IMT1-I SPECIFICATIONS
c. PERCENT IN PlACE MOISTURE OOES NOT CDMPL Y WITH SPECIFICATIONS
D. RETEST
~-
Sampson Chen
ALPHA TESTING, INC.
0....100.1 result. ~~ 1liIP""A .... far ",,, om:1u..VIi u... af tho Cli""l <~1'Id their dosillll8le\l ~~I,,",A an filA in aur alflCb) _ wll not !le reQrocluced ~ndll;lI" dloIribulAd """"PI with g'P1"HB IlPPfOI'sl of
ALPHA. Th9 _ <;II QUr """'" And l1ISl ",suits m~ll'ilC/live our "',inen 8tl1ll'OllAI Tgo' ",,;ult.lU1d "'pari. "Pply only to l'>e 81lmple. '"tt>~ ."dl.,.-ob.orvad. And Ara nal indlOAtlVA or 1M Qlll'lnl.o Qr
""pQUlr'ltly iclemiclll or IimIlBf apec;mens.