Arbor Manors-LR080519
07/03/2008 08:47
9724068023
ALPHA TESTING
PAGE 01/06
ILPII ~nSTI.G
2209 Wisconsin Street. Suite 1 00
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
John Baker Corporation
C/O Priority Development, LP
Houston. Texas
DATE: 05/19/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 080332-27
TEST DATA:
TEST ~ SOli. 10 OPTIMUM MAAI~UM LAB IN "'LACe. IN PLACE PERCENT
NO. DATE OEPTH NUMBER MOISTURE ORY OENSITY MOISTURE ORY DENSITY COMP^CTION COMMENT'
% peF '''' pc.
267 05/19/08 FG-4.0 2 17.9 106.4 21.8 102 96 1-A
268 05/19/08 FG-3.0 2 17.9 106.4 20,2 105 96 1-A
269 05/19/08 FG-2.0 2 17.9 106.4 21.3 103 97 1-A
270 05/19/08 FG-1.0 2 17.9 106.4 19.9 105 99 1-A
271 05/19/08 FG-6.0 2 17.9 106.4 21.0 103 97 1-A
272 05/1910B FG-5.0 ;2 17.9 106.4 19.6 106 99 1-A
273 05/19/08 FG-4.0 2 17,9 106.4 20.6 104 98 1-A
TEST LOCATION'
UTILITIES
267 SANITARY SEWER LINE A AT STATION 9+00 -
CITY OF eOpPELL
268 SANITARY SEWER LINE A AT STATION 9+00 ATiN: ENGINeERING OPT. ..........
Fax: -
269 SANITARY SEWER LINE A AT STATION 9+00 (972) 304-3570
-
OIl033Z111Or.lD 1/'1
270 SANITARY SEWER. UNE A AT STATION 9+00 -
271 SANITARY SEWER LINE C AT STATION 2+00
272 SANITARY SEWER LINE C AT STATION 2+00
273 SANITARY SEWER LINE C AT STATION 2+00
1. FILL
2 NATUflAI.SUBGRADE
~, . LIME STABILIZI:D
4. CEMENt TReATED
. A. IN PLACE PERCENT MOISTURE AND p=~eNT COMPACTION COMPI. Y WITH SPECIFICATIONS
6, PERCENT COMPACTION ooes NOT COMPLY WITH SPECIFICA nONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
O. FteTI;ST
RRCedtJ} SU:il!l!d,
<-~----
$8mp!lOn Chan
ALPHA TESTING, INC
Our I~SI rewll9 ~nr.t 'oporl"" .,~ f01' Ihe IllCclV.,U4 """ of 'h~ ClienL land 111411 deSlgn.'"d l'i!el~i""s 0" nle In our office) ;lnd ~~II not De reproduced andl<l, di$ilillutell except Wllh 9~pr_ ;lpFCY.1 of
ALPHA Tt'\f:lo IJ'~ or OIJr nPWnR ;and n (e~LII\s ITlllEiI rF,t.c;Rl\l~ curwrillet13100rOvsl, Te,1 ~';'\llI~.:Ind rcpo~ ~plv only tQ I'llA ~plo!: lotlod MtdJor 0baeMJ0. tIfIt!,lJIrR net ind~i~ or1f'te QUEliIl~" or
sPf)CH'l:InUV Id~llco::Il or 9ilnllsf ~per..,~
07/03/2008 08:47
9724058023
ALPHA TESTING
PAGE 02/05
ALPHA ~TESTIIU
2209 Wisconsin Street. Suite 1 00
Dallas, Texas 75229
Geotectmic:;ll I Construction Materials t Environmental
~Philltestin9.com ,
TESTED FOR: John Saker Corporation
CIO Priority Development, LP
Houston, Texas
REPORT OF FIELD
COMPACTION TESTS
DATE: 05/19/08
PROJECT:
Arbor Manors
Coppell, Texas
OUR REPORT NO.: 060332-27A
TEST DATA:
TEST ~ SOlllD OPTIMUM MAXIMUM LAB IN PI-^CIO IN PLACE PERCIONT
NO. DATE DEPTH NUMBER MOISTURE DRY OENSIT't' MOISTURE DRY DIONSrrv CQMP,IlCTION COMMENT"
% PCF % PCF
247 05/19/08 FG~3.0 2 17.9 106.4 20.6 104 96 1-A
248 05/19/08 FG-2.0 2 17,9 106.4 19,6 106 100 1-A
249 05/19/08 FG-1,0 2 17.9 106.4 21.0 104 97 1-A
250 05/19/08 FG~3.0 2 17,9 106.4 20.1 105 99 1.A
251 05/19/08 FG-1.0F 2 17.9 106.4 21.3 103 97 1.A
252 05/19/08 FG-3.0 2 17.9 106,4 20,3 105 98 1-A
253 05/19/08 FG-1.0 2 17.9 106.4 21.9 102 96 1-A
TEST LOCATION:
UTILITIES
247 SANITARY SEWER LINE C AT STATION 2+00
248 SANITARY SEWER LINE C AT STATION 2+00
,
249 SANITARY SEWER LINE C AT STATION 2+00
250 SANITARY SEWER LINE TO BLOCK E, PAD 6
251 SANITARY SEWER LINE TO BLOCK E, PAD 6
,
252 SANITARY SEWER LINE TO BLOCK E, PAD 9 I
253 SANITARY SEWER LINE TO BLOCK E, PAD 9 ,
1, FII.L
2. NATURAlSUeGR^O~
3. LIMe STABILIZED
4. CEMENT TREAiEtJ
. A. IN PLAce peRCENT MOISTURE AND PERCENT COMPACTION COMPLY WITi'1 SPECIFICATIONS
B PERCENT COMPAcrlON oDes NOT COMPLY WITH SPECIF'ICATIONS
c. PERCENi IN PLACE MOISTURE DOES NOT COMPI. Y WITH SPECIFICATIONS
D. RETEST
~es~ su:~'
'-.~------
Samps<)l1 C~all
ALPHA TESTING, INC
Our le~1 reStillg and repor16 ~O'll r", 1M mr~lu..iv~ u..e e! 'he ellem (and their de6ign~~d racipi(lnlS on lile In our office) and $11<111 nor b~ Mprodu~ :lndlOt OilMlbuled except WiIM expre56 approval 01
ALPHA ThQ u:::o of r)l.lr 1'\.'''''' ~n(IIA"1 r~,"urt,:; m",t rqC:RIVA our wtil~r"1 ~~Ov~l, Te9t r~~l.Ittl: ~nd rRJ:Iort~ PI~V Ol"llv 10 lhe g.amples le&t@d fu''td,.,r ob.~d. F,lnd tArCl not indi~tM:3 of me qu:alilit!l~ of
Flpp"~ly la.l')f'\li~1 or s.mll~r "'f1Pr'JrnPm.