Arbor Manors-LR080612
07/08/2008 12:55
9724068023
ALPHA TESTING
PAGE 02/05
ALPHA'" TlSTII.
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I ConstnJction Materials I Environmental
www.slphatesting.com
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
John Baker Corporation
CIO Priority Development, LP
Houston, Texas
Arbor Manors
Coppell, Texas
DATE: 06/12/08
TESTED FOR:
OUR REPORT NO.: 080332-40A
TEST DATA:
TEST ~. SOIL 10 OPTIMUM w.x~M !.AS IN PlACE INf'1..ACE pE:RCEIII't
NO. OATE DEPTH NUMBER MOISTURE ORV DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT""
'Mo PCF .'" PCF
386 06/12/08 FG-1.0 2 17.9 106.4 18.9 105 99 1-A
387 06/12/08 FG-2.0 2 17.9 106.4 21.5 104 98 1-A
38a 06/12/08 FG-1.0 2 17,9 106.4 21.5 104 97 1-A
389 06/12/08 FG-2.0 2 17.9 106.4 21.7 103 97 1-A
390 06/12/08 FG-1.0 2 17.9 106.4 21.0 104 97 1-A
391 06/12/08 FG-2.0 2 17.9 106.4 21.8 102 96 1-A
392 06/12/08 FG-1.0 2 17.9 106.4 21.6 104 98 1-A
TEST LOCATION:
UTILITIES
386 STORM SEWER LINE AAi STATION 7+50
387 STORM SEWER LINE A-1 AT STATION 0+20
388 STORM SEWER LINE A~1 AT STATION 0+20
389 STORM SEWER LATERAL A-2 AT STATION 0+10
390 STORM SEWER LATERAL A-2 AT STATION 0+10
391 STORM SEWER LATERAL A~3 AT STATION 0+10
392 STORM SEWER LATERAL A-3 AT STATION 0+10
~. FILL
2. NATURALSUBGRADc
3, LIME STABILiZeo
-\, CEMENT TREATED
"A. IN PI.ACE PERCENT MOISTURE AND PERCENT COMPACTION cOMPI.. Y Wfl'H SPECIFICATIONS
B. PERCENT COf,IlPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PE~CENT IN PLACE MOISTURE DOES NOT COMPl V WITH SPECIFIC/lo TIONS
D, RETEST
Respectfully Submitted.
<-~-~---
sampson cnan
ALPHA TESTING. INC,
Our ,~.t rc~lI~ atICl repor1~ ~r~ ler the eKCIU!li~e 1Ige ~r ln~ eli"", (and tI'le~ de9lOllale~ mclpi~ on me in our ~tllOOilI ;md oh~1I nOI ~ reprool.lQOl(l ilOOIQr dlmllnJtAd DllCOpt wilh e.press 3pPt'Oval of
"'LF'HA The u~e of OL~ n8l'l1l 9n(l IA.I re~utlS muSI rec!!lve OV' \M"1n.,n ~pp'ov91. Test r~8vlt' Rnd rcpaM! apply ooly to fI1l!1 'Rmple. t~d andlcr _rvB~. lW1~ A~ nat IndiGdlVCI oIltle q""litie. ef
~ppa''-'''UV ,0,,"liolol 0< SImilar ~P'!'Clmll'1"
07/08/2008 12:55
9724058023
ALPHA TESTI NG
PAGE 01/05
ALPIlIf\.TESTI.'
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construc1ion Materials I Environmental
www.al!)hatestino.com
REPORT OF FIELD
COMPACTION rESTS
pROJECT:
John Baker Corporation
C/O Priority Development, LP
Houston, Texas
Arbor Manors
Coppell. Texas
DATE: 06f12/08
TESTED FOR
OUR REPORT NO.: 080332-40
rEST DATA:
TEST ~' SOIL 10 OPTIMUM MAl<IMUM LAB IN PLACE IN plACE PeRCENT
DATE MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMMENT'
NO, DEPTH NUMBER % PCF % PCF COMPACTION
379 06f12/08 FG-4.0 2 17.9 106.4 21.4 104 97 1-A
380 06/12/08 FG-3.0 2 17,9 106.4 21.9 103 97 1-A
381 06/12/08 FG~20 2 17.9 106.4 21.5 104 98 1.A
382 06/12/08 FG-1.0 2 17.9 106.4 21.8 102 96 1-A
383 06/12/08 FG-2.0 2 17.9 106.4 21.4 104 97 1-A
384 06'12/08 FG-1.0 2 17.9 106.4 21.5 103 97 1-A
385 06/12/08 FG-2.0 :2 17,9 106.4 21.2 104 97 1-A
TEST LOCATION'
UTILITIES
379 STORM SEWER LINE A AT STATION 3+00
380 STORM SEWER LINE A AT STATION 3+00
381 STORM SEWER LINE A AT STATION 3+00
382 STORM SEWER LINE A AT STATION 3+00
383 STORM SEWER LINE A AT STATION 6+00 CITY OF COPPELl
ATTN: ENGINEeRING CPT. ./' -
STORM SEWER LINE A AT STATION 6+00 Fax:
384 (972) 304..3570 -1
385 STORM SEWER LINE A AT STATION 7+50 ~'l2R17IU3 11~ i
--1
1. FIl.l.
2. NATURAL SUBGRAoe
:,\ I.!ME STABIL.I%ISO
1\ CEMENT TREATED
. A. IN PlACE PERCl:NT MOISTURE AND PERCENT COMPACTION COMPI. Y WITH SPECIFICATIONS
B. PERceNT COMPACTION OOES NOT cOM PI. Y WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE ooes NOT COMPLY wtTH SPECIFICATIONS
D. RETEST
Respectfully Submitted,
<.._~------
Sampsoll Ch~n
ALPHA rESTING, INC.
Qt,'r IA'! I~sull. and rAponS ~Ie for ln~ ~xcJ""ive u~ of me Cllomt I~nd lhelf deslQr>aIAd r"."~llt'\1S on nle In (1)' effice, And ~i'lall no! be f'llIlrO~ll""'~ Ill"Idlar disttibu\ed 9lC08Pl wltt1 ~- "I'p"Cllal 01
ALPHA The use Of Q4" Mme etld Isa! r>>~ult::. mu,1 recei"e our wrilt'"' ~pp10V31. Ta.' n;I.lJlt5; one! report9 I!llIlly only tn Ih" 'Ample! IMI8C and/or OOSe!VI)d, nnd are nol indiealive Q( \tlOl qu'.II~i<l. of
3PPIU..."'t!y idel1tical or elm II", spec;mel1$