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2215 PINE ST Geotech Report 2018-01-02 MF Import
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2215 PINE ST Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:16:27 PM
Creation date
3/12/2020 10:41:45 AM
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Address Document
Street Name
PINE ST
Street Number
2215
Address Document Type
Geotech Report
Imported From Microfiche
Yes
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'� JUL-28-2008 MON 10:26 AM HW� GEOSCIENCES FRX N0. 4257742714 P, 05/05 <br /> ;� R 19770L:V�AvanutWcs!,Suee7.00 FieldReportNo,: FR-056 <br /> � V�� <br /> ,� Lynrwmq Wq 9P07G Date(mmldd/yy): TI25/2008 <br /> Tei.uSa�n.a�cc HWA Projoct No.: 2007•066-23 <br /> HVUAGI:OSCIL'•NCGSINC. Fn..<za-��4.z��a HWATaskNo.; <br /> FO ojccl kamo Localion or Addms>oi Pro'ec1 <br /> Garrcid ES t,�odernization Everett,WA � Permif No. <br /> c�ienc .+—'� ` ___,� B0703•015 <br /> ClientRr.presenlative Wcalher <br /> [_vcrctl School Di,l�r _Ict Bob Craf�s Sunn lWarm <br /> Uesign qulhonly(��ng;er.er ur uchJect of record) I)e:13n AuUionty Repre�enLaCve <br /> U� I:..:��'��� HWAPmjeclManaqer <br /> �—._ �_ Tim 7wietmeyei Ton Marin <br /> C,ene�:t CONiacbr Gmoral Contractor Re �sent�tive <br /> P" HWA Ficld Representaiive <br /> Spa�a 4Ves(ConsL•uclion A4ilce Linn Eric S Worin <br /> FIELD COMPACTION TEST REPORT - NUCI.EAR METHOD <br /> A4ATF.RIAL E3FING PLACED: CSBC <br /> f'ROJFCT I��IPROVEMF.NT 7EST�D: Wesl Parkinq nnd Play area <br /> Elev'n Lab Control' Field Test Relative <br /> or Probc (Proctor/Ricc/Marshall) Density Moist. Compaction <br /> Tes1 Depih Deplh ID Max. Opt. Over 7olal Dry Moist Field Spec <br /> No. Delailed Tcst Locslion B.G.'• (in) # �en5. MoisL Size°/ pct pcf ^h % % <br /> � VYcsl N.,rkin�Lof, Fi'�J of S edr�o B <br /> ___ 30'E of SWC o/p,uking!ot �''"�� �" /1G-3 1?5,0 G.6 25 144.2 137.7 4.7 95 95 <br /> 2 /'/ay/lle��, 21'S&3'W p(CQ grods q" ACi-3 145.0 6.G 25 145.2 13BJ 5.1 95 95 <br /> � 3 bUcat!'arking Lot,fi'7J o(S cdge& <br /> ;60'EofSWCol��rk�nqlot 9"�= G" AG-3 145.0 6.G 25 146.! 13&.0 5.9 95 95 <br /> It Vi'e��PFuking Lot,-00'N of S edgc .�5, q� AG-3 145.0 G.6 25 i47.G 139.2 6.0 96 95 <br /> 6 G'�of SWC o(R�,vkinq lot <br /> �--- —.._ <br /> 5 LM1',�sl Pa�r:ing Lo1,10'N of S edge <br /> F 1fi5'EO1Slh'CC/p3�Linglof nradc 4• AG-3 145.0 6.6 25 144.2 137.2 5.1 95 95 <br /> r, — <br /> 7 ------ <br /> 0 <br /> s <br /> ro — —•--- _ <br /> tr <br /> �z � <br /> i� •--------- <br /> T�;f Mul!wd X_ASRd D20271�3017(coil) ASTM D?950(aspholl) Other. <br /> Uacsomd,�r: X_Troalet3-040 7rvxlcr3S30 Troxler3171-p <br /> CPN IdCt-DR�P <br /> Srri�l^.: AfpOG505u17 Ocnsity Slanhord Counl�39W 7 MoisNrc S;endard Count: 959> <br /> 'lsbCor,LuL• _ Slantl,�rAproclor X Alotlifixdproclnr <br /> �AsFh���ti���'hall�ensily Asph�ll Maxinwm Thcorelicai Densiy(Ricej <br /> (:O�dMF.NTS: 1bs!I�udion;pnd ekvnGon:are approiimale. Teslinp provide,datn onty for a spedfic tost IowKon end to s I�milnd dcpth. <br /> A;rcm.par.y;�n 6e�d�eport prov�.i�:a a^_dd:onat infom;�lion. "Oepth O.G.indiwtes depth bclew gratlJ. Grado means lhe tles�7n 6ni>h ppd0of lne <br /> Ccner.t Ipp.t cf fh i�q1C;iA:bMOg pl::ed. BoldCd rr5ull;indicoto compan�cn bulow cpca6ed velue. <br /> Compicled By: Cric S Worth , Reviewed By; Tony Nanin <br /> R.<nGr.p��„I!c�.:yt.q-,;:od�rN.7inhsr�:,rcly. {:efolisnJ:loal��U!vgoEJ�YN'flALc:Crr;p��seol�5vcandl4YArev�aror. P3(�C20�Z <br />
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