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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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SEP-17-2007 MON 04�42 PM HWA GEOSCIENCES FAH N0, 4257742714 P. 03 <br /> � 19730GAIhAvcnueWesl,EwIe4J0 FieldReportNa.: FR-006 <br /> � 1 f,'; tvn�w�.wn cww pato(mm/ddlyy): 9117I2207 <br /> Te�, +zs-naoto� HWA Project No.: 2007-066•23 <br /> I�W1�CTtiOSCf�NCF.S 1NC. F�..<,5„<.z�,< HWA Task No.: <br /> m�m nmc c:a:ionor are^.:o ro�t:l cm1 0. <br /> Ga�eld CS Modemiz�lion Everett, WA <br /> �i;ni " ucn epresenu ve eamer <br /> Fveretl School District Bob Crafts OvercasUDriulelCool <br /> Occipn AulFoily(r..�qmeerot axhi�pc�01 mfON� Dcx�gn AuLhan!y Represnrnl ve HV:A Pro�ec:Manayer <br /> D Iceme:n Tlm Twictme er Ton Nartin <br /> IiPOCb�I CU�`A/J[l9t GenCtY Co�t.clor RepresenWhve 1 N1ARcltl FepreseaWOve <br /> 7on Martin <br /> � FI�LD COMPACTION 7EST REPORT -NUCLEAft METHOQ <br /> MATF.RIAL BEING PLACED: Class B Asphaltic Concrete <br /> PROJECT IMPROVEMENT TES7ED: Eastom haHof South paikin Lot and Dr'rve Throu h <br /> � � Elcv'n Leb Contml' pield Test Rclative <br /> or Probe (Proctor/RicelMarshall Ccnsiry MoisL Compaction <br /> Test nc�m Depth ID Maz. Opt. Over Tolai Dry MoisL Ficld Spec <br /> No. Detailed Tesl LocaGon B.G" (in) � Dens. �Aoisl. Size°/ pc( pcf °� °1, `/, <br /> � Eoc;rmhal/ot�msou'4p:�rAingbLl9lY _�. BS I1C•1 15G.0 141.7 9� 91 <br /> R 72TJ nl SEC o1 pmkinq lot <br /> x Eo�femh:r!fo!Ihesou'h�vkingl�L27W .1' HS /1C-1 15G.0 141.4 9� 91 <br /> C 7'N c!SEC olp�rkir,)!ol <br /> ,� lbsfcmhollolUwso�:hpark�ngloL69'W _�. AS /1C•1 756.0 141.5 9� 91 <br /> d 70'N o/SEC ol porkin�!of <br /> � Co:feml+�llohhosouthparkinpM( i6'W .�, BS AGi 156.0 i42.9 9z 91 <br /> 3 6'N oll'Ie��Mr(riJ approx SWGbn 341.81 <br /> 5 Eoslcrnh�l(olftmsou!hpa�4inglot,9'Wol .�. 85 AG1 Tu6.0 152.4 9� 91 <br /> I'lcnfcr(�r,pproa StaGcn:4f.8] <br /> F.�sh�m ha!!al N�e sou(n paik:np lot,5f iN <br /> � R33'No(SECo/p7YcinQlut •�" �S AGi 156.0 143.3 9Q �J1 <br /> � Ccstem h,aqollho soidh porkinglot.6'W 8 �, p5 AC-1 156.0 �45.0 93 91 <br /> 2Y�'of Planlur u ,ppmx Stificn 34f.E0 <br /> R �:+stemh�l/o/lhcsouthparkinylotib'1% _t' BS /1C-1 75G.0 141.8 9� 91 <br /> 6 39'N of Pl.�r.tcr��an,orox Station 341.91 <br /> � Fa;femAa!lo/fhc:vuthpar,ir�laf,4'SR �. 65 AGf i5G.0 1•l3.6 9Q 9f <br /> 51N ol CBG <br /> 10 �'''�crr�ha1f011hetouPip;��inglct. id'E .�, pg AC-1 156.0 142.0 9z 91 <br /> &2S'N ol Pl.vr.icr u ,ppmx Sfa(an 941.60 <br /> 11 £aYlumhallcllhesouthp;,d,inglc7,30'N �, pS AC-1 156.0 741,5 9� 9] <br /> &20W nf SEC olparkinp lot <br /> 12 EanMmh��7cffnosou�ApoA;diqlot. ?1'E _f• BS AC•1 156.0 141.7 9� 91 <br /> R Th'o�CCi 7 <br /> Eastumhatlofthesouthpa.�hrnglof, 16'f <br /> �3 R 75'NolCB1 -�' BS ACJ 1u6.0 141.4 9� 91 <br /> Test 1.lcthqd � pSTht D2922/D3017(soil) X lST�d D2950(asphalt) Olher. <br /> �rnscmc:cr: X Tro+c!ar3740 Troxlcr343D Troxler3411•B CPNMCi•DR•P <br /> Sciial il: 3740G Density5l,ndud CounL: 2D0) MoisNre SL�ndard CounP 739 <br /> '!ab Conbrol: Slandard Proelor ModifcA ProNor <br /> Arohalt Mar,liall Density X /l,phalt Mazlmum Thcore6ral Density(Rice) <br /> COt.1MCNTS: Tr.sl loc.ation.ard elevaLo�s are approxlma;a I'esling provides dala onty for a speciGc les(lotalion and lo s limited depth. <br /> Accuinponyiny G�:Id repM pmvides addilionai infor,nal�on. "Duptb 6.G.indicates tlepN helow grode. Grade means the design Gnish grade ol Ilm <br /> cvrrent type of fll mAlnrial being placzd. 9oided resWts Indlqle com�.iclion below speafied vslue. <br /> Compl,.tcd By: Tony Nartin Reviewed By: Tony Marlin <br /> This rcpcN:ho�A7 avy te rrp:M�al L�fl;tnbr��y, fiCD�d 4 not f�-d.until cir,r.oi Cy MIYA fe:�ra,^.�e:xntiUve aM 111YA im4�wcc P89L'Z Of 3 <br />
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