Arbor Manors-LR080609
07/03/2008 08:47
9724058023
ALPHA TESTING
PAGE 05/05
ALPHA f\.TESTIN.
2209 Wiseonsin street. Suite 1 00
DaHas, Texes 75229
Geotechnical I Construction Materials I Environmental
~atesting.com
TESTED FOR: John Baker Corporation
CIO Priority Development, LP
Houston, Texas
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/09/08
PROJECT:
Arbor Manors
Cappelli Texas
OUR REPORT NO.: 080332~39
TEST DATA:
reST ~ SOIL.IC OPTIMUM IAAXlMUM LAB IN PlACE IN '"LACE PERCENT
NO. DATE OEPTH NUMBER lAOISTU~ DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF 'llo "Of"
365 06/09/08 FG-2.0 2 17.9 106.4 21.7 103 97 1-A
366 06/09108 FG-1.0 2 17.9 106.4 21.8 102 96 1-A
367 06/09/08 FG-2.0 2 17.9 106.4 21.6 103 97 1-A.
368 06/09/08 FG-1.Q 2 17.9 106.4 21.8 102 9(5 1-A
369 06109/08 FG-2.0 2 17.9 106.4 21.1 104 98 1-A
370 06109/08 FG-1.0 2 17.9 106.4 20.8 105 98 1-A
371 06109108 FG-2.0 2 17.9 106.4 21.5 104 97 1-A
TEST LOCATION'
UTILITIES
365 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 1+00
366 WATER MAIN LINE ALONG BRAEWOOO DRIVE AT PAVING STATION 1+00
367 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 4+00
368 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 4...00
369 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 7+00
370 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 7+00
371 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 10+00
1. !"ILL
2. NATURALSUBGRAOE
J. LIME STABILIZED
4. CEMENT TREATED
. A.. IN PlJlce PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCEfoIT COM~ACTION DOES Nor COMPLY WITH SPECIFICATIONS
c. PERCEIIIT IN ~LACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
O. RETEST
~.
sampaOl'l Chan
ALPI-IA TeSTING, INC.
0'" _ """'tn: ~1'Id rIIpotts ar8 fCl!' !IIa exctU8llle UBe Of 111& ClIllI11 (and Ihllir d~ecl18Cipl8ll1ll on m& 111 011" oI'Ik1811llld IlhloII ~ bel rapro4JClld anellOI' d1atr1Dlltsd ~ with ~~ flPptOIIal or
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07/03/2008 08:47
9724058023
ALPHA TESTING
PAGE 05/05
ALPHA'" TESTING
2209 Wisconsin Street. Suite 1 00
Dallas, Texa$ 75229
Geotechnical I Construction Materials r EnvIronmental
www.alphat.esting_eM1
TESTED FOR~ John Baker Corporation
CIO Priority Development, LP
Houston. Texas
REPORT OF FIELD
COMPACTION TESTS
DATE: Oe/09/08
PROJECT:
Arbor Manors
Coppell. Texas
OUR REPORT NO.: 080332-39A
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMl.IM L.A8 IN F'lAOE lloll'l.ACE peRCENT
NO. OATe DEPTH NUMBER IAOISTUR~ O~ OIiINSITY MOIST~ DR..,. OENSITY COMPACTlOf\I COMMENT"
% PC!' " PCF
372 06109/08 FG.1.0 2 17.9 106.4 21.5 104 9B 1-A
373 06/09/08 FG-2.0 2 17.9 106.4 21.6 103 97 1-A
374 06/09/08 FG-1_0 2 17.9 106.4 2.6 104 98 1-A
375 06/09/08 FG-2.0 2 17.9 106.4 21.7 103 97 1-A
376 06/09108 FG-1.0 2 17.9 106.4 21.5 103 97 1-A
377 06/09/08 FG-2_0 2 17.9 1 06.4 21.6 104 98 1-A
378 06/09/08 FG-1.0 2 17.9 106.4 19.1 106 99 1-A
TEST LOCATION'
UTILITIES
372 WATER MAIN LINE ALONG BRAEWOOD DRIVE AT PAVING STATION 10+00
373 WATER MAIN LINE ALONG WHITE SPRUCE DRIVE AT PAVING STATION 1+00
374 WATER MAIN LINE ALONG WHITE SPRUCE DRIVE AT PAVING STATION 1+00
375 WATER MAIN LINE ALONG WHITE SPRUCE DRIVE AT PAVING STATION 4+00
376 WATER MAIN LINE ALONG WHITE SPRUCE DRIVE AT PAVING STATION 4+00
377 WATER MAIN LINE ALONG TEAlWOOD DRIVE AT PAVING STATION 2+00
378 WATER MAIN LINE ALONG TEALWOOD DRIVE AT PAVING STATION 2+00
1. FILL
2. NATURAlSUBGRADE
3. UME STA,Bll.IlED
4. CEMENT TREATED
. A. IN PLACE peRCENT MOISTURE AND PERCENT COMt'ACTlON COMPLY WIit1 SP!CrPlCATlONS
8. PERCENT COMPACTION ooes NOT COMPI. Y WITH SPECIFICATIONS
c. PERCENT IN PLACE MOISTI.IRE Does NOT COMPLY WITH speCIFlCATIONS
o. RETEST
~:'--
$ompSQn C~
ALPHA TESTING. INC.
Out '00;1 ......,.". ~ report8 81'8 lor 1M 8lU:lusil/e u!IlI tlIlho 0;"1'\1 (and !hllir dlI<11lN1sd r\ld~nlI onllls In our llf!1Q9) 8na 8I1all nr;J\ DB 19I1tlXlucecl BmIOr dl81l1DUlecl excepl WIlI18ll!l1l1118 appRlIIlIl or
AlPHA. Th& Ute or OUt _ _1I!I'-lC I1!lWll8 mu8ll'8C8iYs 0lJ' writ!!" ~1IlII. T~ ~uM~ i!I'ld tepoM ~ppIy ol'llylo tIia .~I&.> lMlod ,,"dIor Dbomvod, IOnd IlI1I ooIlndlc!Miwt of IhD quroll\i<l, err
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