HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-11-12
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Pittsburgh Testing Laboratory Division
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REPORT OF FIELD COMPACTION TESTS
TESTED FOR
BRUCE GRAH.JIJVl
CHARACTER HOMES, INC.
835 SAND AVENUE
EUGENE, OR 97401
PROJECT'
ORCHARD VIEW
SPRINGFIELD,
f;~Cf['2 Z lj'')
{'Lb; 4k.r 13 /'
6kt.~ULI4 ...... -~
DATE.
November 12. 1998
OUR REPORT NO , 722 - 8 02 62 <~
TEST DATA.
(1) $j,.>R!NGF'IELD QUARRY 3/4"-0 (SUPPLIED BY CLIENT) OPT. MOIST. = 8.0%
......-------
MAXIMUM CQMMENTS'
TEST HiST SOIL 10 LAB DR\" .. WATER WET ORY PEaRCeNT
NO CePTH Ei~EiVIITION NI.IM1l5R DE;NSITY cQNTEiNT oeN$ITY D5NSITY COMPAOTION
1 6" 1ST LIFT 1 140 5 3 1 138.4 134.2 95.5 1 - A
2 6/1 1ST LIFT 1 140.5 4 0 141 5 136 1 96.9 1 - A
3 6" 1ST LIFT 1 140.5 1.5 135.7 133.7 95.2 1 - A
I
IJ. 6" 1ST LIF'r 1 140.5 2.7 138.4 1340.8 95.9 1 - A
- ,,--~ -~_..... ,....- ,...~.........._. .......,......-.., . ...", ... _....Of' .,._....,.
. -- -- ------- -- --.- ---
TEST LOCATION: SUILD.t:NG PAD
1 45 I FROM CURB
... ---,,--,,_....... ......-................,.....,.... .............--. ...
2 55' FROM CURB
3 65' FROM CURB
4 65' FROM CURB
NOTEs: TESTS PERFORMEO peR ASTlVI D2922-91 & ASTM D3017-1111(93)
~N!IrII!:S SHOWN' L.be, per ClublCllool
14.1' R CONT"'Nt Peroenl oldry welghl
P!~ E:NT COMPACTION !;laBed on rnax,murn dry
dll/J,ltv obllllned on &arnpl", Indlcil/f,q by
soUID" number
* (1)
reST IN&TRUMEN1.
REMARKS' PSI
TOF
WCOMMEIIlTS:
1. FIL.L. MATERIAL.
ll~gi~1JRse
6, sgpL. C~MENT
6 OTHER
A ~~~~L TS COMPLY WITH SPECIFICATIONS
e. OMPACT~N DO!'!!> NOT COMPL Y
8 11""1C:: TIO
g r;, TnJR 'Ir.~~~ y\tecIFICATIONS
e MOISTUR g~C~si ECIFit5ATIONS
TROXLER, 3411-B
did not monlto~ the mate~lal placement.
.. TOP OF FILL
STANDARD COUNT M
ADJUSTMENT DATA M:
742
D' 2724
D:
TECHNICIAN. PAUL GUERRERO
Respectfully submitted,
ProfG!Jlllonlill Service Industrlus, Inc.
,.~\. - ....., ,,'t."\l,' ~ ~....,,, O~L'" Q "hIll ~PllCIP'C \.Q<::A1IONa NOT~" ANti MAY NOT ~<<~~!~mNr ANT OT~~R lOCATIONS OR EL=VATIONS
"e;~O"'(.15 MA~ "'91 i:!1: Me"'ttOCHJt.(P, 1I:i.lt.c..~~ 11'1 "V,"l., VVI~ Hr,:Il,JI wrull t.flll"r:.";MI:r~ION DY ""Ofl'l!..s:SIONAL :5E!I'V1CE 'UOUSTRIES. INC
P&IA-'OCl-.I')F
Professional Service Industl'las, lno - 2710 West 5th Avenue' Eugene, OR 9/402' Phone 541/484-9212' Fa~ 541/344-2735
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IInglne"rlng . Consulting . Te8flng
Pittsburgh Testing Laboratory Division
REPORT OF FIELD COMPACTION TESTS
TESTED FOR
BRUCE GRAHAM
CHARACTER HOMes, INC.
835 ~AND AVENUE
EUGENE, OR 97401
PROJECT'
ORCHARD VIEW - LOT 4 AND 13
SPRINGFIELD, OREGON
DATE
Novembe~ 13, 19~8
OUR REPORT NO, 722-80262-4
8.0%
TEST DATA: (1) SPRINGFIELD QUARRY 3;'4"_-0 (SUP.FLIED BY ~LIENTJ OI?T. MOIS:C..
MAXIMUM
TEIH TEST 601~ 10 ~Ae DRY ... WATER
NO DEPTH ELEVATION NUMElER DeNSITY CONTeNT
1 8 " TOE" 1 140.5 .2 7
2 8" TOt" 1 140.5 4.1
-------....- -~-- ....... '-~ ~...... .....
3 8" TOF 1 140.5 3.8
I
4 8" TOF 1 140.5 3.5
1- ----- .. .
TeST LOCATION: BUILDING PAD (2ND LIFT)
1 45' FROM CURB, LEFT
2 55' FROM CURB, MIDDLE
3 65' FROM CURB, RIGHT
4 65' PROM CURB, LEFT
NCTn, iIDS pERFORMED PER ASTh'I 02922.!il1 ... ASTM D3017.88(!il3)
SITIES Sf!)~.l.LbfS per oublo rool
'ER CON lilT I'ereenl of dry """"ghl
P CENT C PACTION eaBed on melimum dry
denolty obl"lned on sample indicated by
$01110 number,
'II (1)
TEST INSTRUMENT'
REMARKS: PSI
TOF
'COMMENTS.
COMMeNTS'
WET DRY PE'RC"NT Spec. 95%' M~n
DENSITY DENSITY COMPACTION
:I.41.7 138.0 98.2 1 - A
141.2 135.6 96.5 1 - A
139 1 134.0 95.4 1 - A
139.3 134.6 95 8 1 - A
.....-......-- ......---_...~........ -- ---....--
----''''''-------
1, FILL MATERIAL
2 ~ACKI"I~l
~. sM~ C IURSE
~ soIL ~ ENT
6 OTHER
TROXLER, 3411-8
did not mon~tor the mateI~al placement.
= TOP OF' FILL
TECHNICIAN: PAUL GUERRERO
'>I~ ~ .., R."'~",,,, """'; '.'N.'" ~l"" 1.<1'1.(,11-,(, \'~""")tit'~ ....<;il.tI ~....tI "'1'.) NuT kii~kij~iiriT ANY orH.~ LOCATIONS OR ~L.VATlON5,
f"I.elt'oi':l To MA..... NOl' ~e fte!~"'Ul,lVC;~L1, CJ(l:;itll1' Ire I"VI.l. W'l1'Hl;IVT IIVPtIl rC;III I"CftMIl;:i.;'ION a'r prt;O"I!S~ION^L I!~RV1eE INDU8TRIgS, INc;
A, l~j~~UL TS COM~'L Y WITH SPECIFICATIONS
e, ~OMP~CT ON bo~s NOT COMPLY
1~lcA ')0 B
C R s,. ER/t.~~U9 .:r;~T
~. ~ IstH~E ~'EE8W:I~Ec'iFflHi15~~AT'ONS
STANOARD COUNT M: 658
ADJUSTMENT DATA M
D'
D
2283
Respectfully submitted,
Profeaslonal ServIce IndustrIes, Inc
p~l" '0<>-1 (')' Prolesslonal S8rvlc;e Indusmee, Inc; - 2710 Wasl 51h AVanUl!I . Eugene. UH 974(,l.! - t-'none ~41/484..9212 - Fax 5411344.2735
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Mar 09 05:39
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Ips., Information
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Pittsburgh Testing Laboratory Division
REPORT OF INSPECTION SERVICES
TESTED FOR. BRUCE GRAHAM
CHARACTER HOMES, INC.
835 SAND AVENUE
EUGENE, OR 97'.\01
DATE' November 12, 1998
--
REMARKS' AS REQUESTED. PSI
ON THS ABOVE DATE FOR
AS FOLLOWS:
PROJECT,
ORCHARD VIEW - LOT 4 AND 13
SPRINGFIELD, OREGON
OUR REPORT No. n2~80262-2
-- --
REPRESENTATIVE PAUL GUERRERO WA~ E~,SENT ON S*TE
THE PURPOSE OF INSPECTING/TESTING EARTHWORK
LOT #13 HAD SOME SOFT AREAS THROUGHOUT THE PAD. CONTRACTOR REMOVED l' OF
TH~ EXISTING SOIL ON THE FAD RETEST WITH LOADED DUMPTRUCK, STILL SOME
DEFLECTION IN SAME AREAS. PSI REPRESENTATIVE RECOMMENCED THAT HE APPLY
WEATHER SEAL, A,K,A. VAPOR SEAL (FABRIC) BEFORE HE APPLIES THE 3/4"-0 ON
LOT #13. PSI VERIFIED PROFER PLACEMENT OF FABRIC. AFTER 11 OF 3/4"~O WAS
PLACED, PSI TESTED FOR COMPACTION USING STANDARD PROCTOR VALUE SUFPLIED
BY CONTRACTOR.
THE ITEMS LISTED ABOVE DO MEET PROJECT REQUIREMSNTS.
~ESPECTFULLY SDBMITTED,
PROFESSIONAL SERVICE INDUSTRIES, INC,
"m."~T3 MAY NUl CC ~m.~ODUCEO, ~~e~""IN PULL, WITHOUT W~lrT!N PERMI3ljlON ~y PIIOFESSIONAL $@RVICEINDUeTRI!S, INC
1"'81IA-o~o-ltol,.
Prorosalonal Selvlc", Iflducstrles, Inc - 2710 Weel 5111 Avsnua. Eugene, OR 97402 . Phone 541/484-9212 - Fax 541/344-2735