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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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rJl.-21-200� MON 04, 14 PM HWA CFOSCIENC�S FAX N0. 4257742714 P, 05/05 <br /> � �f� i=.�aacmm�v�����was�,;�;i, zm Field Report No.: FR-052 <br /> � � ��'; �y����u�.�vn eeou Date(mmldd/YY�: 7/21l2008 <br /> � T�i.nzsara aioc HWA Project No.: 2007•066-23 <br /> - l�INACjE:OScrrNC�:sTNC. F:,x,�,.�,,.z,,, HWqTaskNo,: <br /> Projccl Al�ine .�.__� Lwa;ion O!AAdress of Projecl Perrrvl No. <br /> Ge�fieW CS Mudernizalion Everelt, WA 80703•015 <br /> Clryr,l.v- ._�_ Clicnt Repcexnt�Gvc <br /> F.vcrell Sclinol Oislrict W����r <br /> Bob Cr�fls Sunny/VVarm <br /> Ua:i9nfu:fhwily(e:t;�:rn:�rerem.hiteclefmco�d) DcSlgnAulhordyRepresenfativr <br /> D �keman HNlAProjeclManager <br /> �----_ _�_ Tim Twietme er 7ony Martin <br /> Gen;��ul r.on!m�;nr General Cantraclar Repiuenlnln�e <br /> 5 �ee NJ�SI COOSIfl1CflDp HWA FiNtl Repre;xnhtrvo <br /> -�-___�.__.� MikeLinn Ton Martin <br /> FIELD COMPAC710N TEST REPORT- NUCLEAR METHOb <br /> FdA'fFI;iAL I�F.:I�Ir, p�qCED: CSBC <br /> Pi�OJFCT IMPROVEMENT TES7ED: Bus Lane. Wesf Parkin and Pla area <br /> [levn Lah Contwl' Fieid Test Relalive <br /> or Probe (Pwctor/Rice/Marshall Oensit Moist. Com action <br /> Test Depth Deplh ID Max Opt. Over Total Dry Moist. Fieltl Spec <br /> Plo Duiuiled Tcct Location B.G.•' (in) il Dzns. Moisf. Size° cf <br /> �4 8trs Lcine, 92'S Mr.wb R 63'E of P°{ % % % <br /> _.� SWC Ellci� 100 g�ade q" AG-3 145.0 6.G 25 149.2 i38.7 7.6 96 95 <br /> ? 12izsL;�ne, 7'Solq�rl�& 12'Wof Orade q` AG-3 145.0 6.6 25 14L1 137.4 2.6 95 95 <br /> .._ SWO fJl� 101 <br /> � lNes•t!'aA;ing Lof, 8'N of S ed�e K � <br /> ___3D'[of SLVC o(p„rkino_lot 9'3�e a' AG-3 145.0 6.6 25 131.8 129.7 1.6 89 95 <br /> Ta lNcs! Pa/Y.in,q Lqf, iG'S d 6'E Of <br /> _ CDfl7. _^_ grada 4" AG-3 145.0 6.6 25 142.1 137.6 3.3 95 95 <br /> y r bl4:sf P.i�lung/.ot, 48'S& 60'Wo( <br /> � r�y�� giadc 4" AG-3 145.0 6 G 25 143.3 137.9 3.9 95 95 <br /> � 6 1 i'ayA�c,�, p�'S S 3'NlofC6 g.adc q^ AG-3 14E.0 G.6 25 132.9 130.9 1.5 90 95 <br /> 7 <br /> I ----- <br /> B <br /> 0 <br /> f0 "--- <br /> 11 <br /> 12 -T_'-- <br /> 13 ---•- <br /> Tes;Nr.�ihad � X ASTId p2g2?JW017(sap ,ASTM11 D2350(asphal!) pp�r: <br /> Ucnso�u,:rr: . % 7radr��i•7J Trorkr3i30 Trode�34H-B -� <br /> P.Crial N. 37aU6 CPN MC1-OR-P <br /> Cens;ty5tzmlardCourrt.; 2850 klalstu;eStandardCounL 731 <br /> 'LibCunUcC SiandwdProcWr <br /> .�-- 7� AiodJKc1 Proclof <br /> Asph%+"RUrshall Density AspluK Ma�cmum Thewetiwl penslty(R�:ce) <br /> COA7M[HTS� Ti,.l la::ationc and etaiations are approwmale. 7edinD F'oY�A.s dat�only�ur e specific test bcaibn and(a a IimRM depth. qcccmpapyiny <br /> Gd•J ie�iurt prn�ldas aAtlitirnal Ir.lo�nialiun. ^�p�B.G.indicales depin nebw pratic. Grede m¢ans the de5yn fin'sh grad¢of the eurtenl type of 61I <br /> ro�laAn1 tnirp placnJ, Eo'dod tc�:olln IndicMe eompa,;lion telav speci(N value. <br /> Compleled By: Tqny Ma�tin ___ Reviewed By: 7ony MaAin <br /> 7h'.:raporl�.h.-,i�lln��lyLvirpr�;bx�.Jindsenlli,�ly. Rupotll<ndfimdun1i15lqnnJlryHWAfidJwpresonlmbO.ndHJJArevie;�r. PBABQp{Q <br />
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