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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1998-11-12 Fax Mar 09 05:39 J.~ ~ 1~:;;1 Information 1:."'. .To Build On IIttglneerltlf/ · COlNlultlng · ~tltlg \tll \jd'{f)~ Pittsburgh Testing Laboratory Division ~ REPORT OF FIELD COMPACTION TESTS TESTED FOR, BRtlCE GRAHAM CHARACTER HOMES. INC 835 SAND AVENUE EUGENE, OR 97401 PROJECT: ORCHARD VIEW SPRINGFIELD, 1/:;06L'~ Z '1'') i'Lb; 4.k 22-/ 6k~lJULIj ~ DATE, November 12, 1998 OUR REPORT NO, 722-80262-3 . -- - . _~e _ ~ TEST DATA: (1) SPRiNGFIELD QUARRY 3/4"-0 (SUPPLIED BY CLIENT) OPT. MOIST. = 8.0% -r ...~ , '-""- MAXIMUM CQMMENTS' TEST HiST SOILID LAB DRY .. WATER WET ORV PEiRCeJljT NO oePTI-i 5Lev....nON NUMQ5R DeNSITY CONTeNT OEN$Il'r' DeNSITY COMPAcTION 1 6" 1ST LIFT 1 140.5 3.1 l38.4 134.2 95.5 1 - A I I 2 611 1ST LIFT 1 140.5 4.0 141. S 136.1 96.9 1 - A , 3 6" 1ST LIFT 1 140.5 1.5 135.7 133.7 95.2 1 - A I 4. 6" 1ST LIF'r 1 140.5 2.7 138.4 134.8 95.9 1 - A -.......... -.......- ,....-................- --..-... .- ,.. ..~....... .. -..........--.. "'....-, TEST LOCATION' BUILD.t:NG PAD 1 45' FROM CURB -----,--,.._- ...........,--" ................. ......... 2 55' FROM CURB 3 65' FROM CURB 4 65' FROM CURB NOTES: TIi:STS PERFORMEC peR ASIM 02922-916 ASTM 03017-58(93) ~N~IfIe-S SHOWN: Lb., per oublo 1001 ~T R OONTI!Nt Pereent of dry weigh! P![II! E:NT COMPACTION' Based on maXlmUI1'l dry dlllJtltV Oblflnsd on llampls Indle"tlld by $oillD"numb.r, * (1) 'reST IN:'.TRUMENT' REMARKS: PSI TOF .COMMENTS: 1. FILL MATERIAL. ll~if~1;Rse 6, SgPL C~MENT S OTHER A'I~~~L.TS COILYWliH SPECIFICATIONS B. OMPAC ON DOl'!5 NOT COMPL. Y S 'FM'OT'O g. ~ TnJR ',EI v 1~ 6JUecIFlcATIONS E. MOISTUR ge '$/ ECIFToAiIONS TROXLER, 3411-B did not moolto4 the materlal placement. .. TOP OF FILL STANDARD COUNT M' 742 ADJUSTMENT DATA M. D' D, 2724 TECHNICIAN: PAUL GUERRERO Respectfully submitted, Pro'8$slonsl ServIce Indusrrlss, Inc. "~~ .' "~I<\)\'~ ~...",~ C"L'i'O'\l\~ ~P~CIP\Cl.o<;J\"ONa NoUe> ANt> ","," NOT M~~I$!llr ANY 0'"19< LOCATION>! OR E1.~VATlONS 1't~"'o"".IS IW' y "'91 f:!1ll .. ejl'''C>OlJcaP. I:JI;C;c,..,. IN I"UL,I., VVll HQIJ' lIVre!' I to,., ""1:Jll:MfS310N Dr "I"{O,..t:S.510NA.L Sel'VlCE INDUSTRIES. INC P&/Jo-'O\>-. I')F ProfeSSional Service Ir'ldu~ttlas, Ine - 2710 Wast 5th Avenue. Eugene, OR 9/402. Phone 541/484-9212. Ff.I~ 541/344-2735 ",f n ~;1 Information 1l.5. .ToBuild On lIng",.tIrin, · CGmIultlng . TNfIng pittsburgh Testing Laboratory Division REPORT OF FIELD COMPACTION TESTS TESTED FOR BRUCE GRAHAM CHARACTER HOMES. INC. 635 S~D AVENUE EUGENE, OR 97401 PROJECT' ORCHARD VIEW - LOT 4 AND 13 ~?RINGFIELD, OREGON DATE. November 13, 1998 OUR REPORT NO. 722-80262-4 TEST DATA: (1) SPRINGFIELD QUARRY ~[~"_-o (SU!:.~LIED BY _ ~LIENJ'l OE'T. MOI.sr... 8.0% --- ---- ,.""XIMUM COMME:NTS' TElIT TIiST sOIL 10 iJ\B ORV ..... WATER WET DRY PERCENT Spec. 95%' M~n NO OEPTH !OLEVATlON NUMBeR DENSITY CoNTeNT DENSITY DENSITY COMPACTIoN 1 8" TOF 1 140.5 2.7 141.7 138.0 98,2 1 - A 2 a" TOP 1 140.5 4.1 141 2 135.6 96.5 1 - A .......................- -~-- 3 8" TOF 1 140.5 3.8 139.1 134.0 95,4 1 - A I 4 8" TOF 1 140.5 3.5 139.3 134.6 95.8 1 - A 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 NOT!' I~S PERFORMED PEiR ASlM 02922.\11 & ASlM D3017-88(93) "COMMENl'S: SITIES S!l'IIINi.Lb. per oublo (oat 'ER CON lilT. "'8~..nt 01 dry W11lght P CENT C PACTION' Based on maximum dry d"nBlty obll\lne<l on sample Indicated by soli 10 number. '/; (1) TEsT INSTRUMENT: REMARKS: l?S I TOF 1. FILL MATERIAL 2 f!ACKI"I~L ~: sMm C IUR3E 5. solL ~ EN! 6 OTHER A. r:~j~~~L T3 COM~'L Y WITH SPECIFICAIIONS B. P '1 OMP~:T ON bol!s NOT COMPLY 'v 1~lcA 0 8 C. ~ ST ER~'a~l;I.f l;ItT ~. ~glsR1~E ~EE&I~Ec'iFfllR15~~A TIONS TROXLBR, 3411-8 did not monitor the material placement. = TOP OF FILL STANDARD COUNT M: 658 ADJUSTMENT DATA M. D: :.2 2 8 3 D' TECHNICIAN: PAUL GUERRERO Respectfully submitted, Profu81onal Service Industries. Inc. ''o\~_ n 1'Il;Ij\l~11o Jo.""'~ 'J"~n ~l"" ~c;iT'It.\.~.......'\tJ'1"\ll'i;I'T~t> ,,,'tI MAY IlOT fI.~flli~E~T ~..Y OT"~" LOCATlON6 OR el.ev"rrON~, llceJ'(.JIlI'l'tI Nult.Y NO-r be f\:e~"'uulJcel:l c..ce;JI'T 11\1 f4VI.I. """1'HQV1' \NJlITrc.'" "l:rtNlltiiSICJN 11'1 pI"t;Q"I!'S~ION^L l!l!RvtCE INDU3TRII!B, IN~ pc;, 1\"Oo.~ (')' Prole.&8lonal 5/jrvlce Indu5lrtee. Ine; . 2710 Was I 51h Avenue. Eugene, ()f'l 974U:.! . I-'none ~41/484-9212 . Fax 5411344.2735 Fax Mar 09 05:39 l ns ;1 Information I:. · .ToBuildOn IfnsInHlfng · Conaulflng . JiJattng Pittsburgh Testing Laboratory Division REPORX OF INSPECTION SERVICES TESTED FOR. BRUCE GRAHAM CHARACTER HOMES, INe 835 SAND AVENUE EUGENE, OR 97401 DATE November 12, 1,998 REMARKS' AS REQUESTED. PSI ON THS ABOVE DATE FOR AS FOLLOWS: PROJEcr. ORCHARD VIEW - LOT 4 AND 13 SPRINGFIELD, OREGON OUR REPORT NO" n2~80262-2 , - RE~RESENTATtVE PAUL GUERRERO WA$ E~,S~NT 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 PAD. RETEST WITH LOADED DUMPTRUCK, STILL SOME DE~LECTION 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 PROPER PLACEMENT OF FABRIC. AFTER l' OF 3/4"-0 WAS PLACED, PSI TESTED FOR COMPACTION USING STANDARD PROCTOR VALUE SUPPLIED BY CONTRACTOR. THE ITEMS LISTED ABOVE DO MEET PROJECT REQUIREM8NTS. ~ESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC. "SPCoATS "''''1' "U' oc A&PAOOUCEO, I;XCCI"T IN ~ULL, WITHOUT W~I1'T!" pl!AMla.\llON bV PROFESSIONAL SllRVICE 'NDUeTRI!$, INC I""lIl....oaD-l... ,. - Professional Selvlc<llndU$lrlI!IS, Inc.. 271Q WeilL 5lh Avenue - El,Jgene, OR 97402. Phone 541/484-9212 . Fax 541/344-2735