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FIELD REPORT <br /> Associated Earth Sciences, Inc. <br /> I`:;,��+�4,.� � i p.,,._ � !�.�SS4 r:igr � o�z <br /> �"�� ti � '�'`��""� �F`:<< iF �+N Du�e Prnjttl Nainc Prnjcet Ko. � <br /> alt Fifih.Avcnue 9/19/11 Vic�v Rid eF,lementar RF•,IU0255C <br /> l:�rklanJ.Washingwn98033 Location µ'e�i��e� <br /> 425-627-7701 Fr\X 827-54:4 202 Alder S�rcel Overcxtil 60's <br /> Munlclpalily Hepuri Yumhcr <br /> �'O: Citv of Everell J7 � <br /> Everett Public Schools <br /> J715 Oaka Avenue,Room J02 � F.ngineer/Archii«� <br /> - --- - ---- Courihlin,Porler,LundeenMAC ���,, <br /> Everett,WA 98201 _ __ .. ._ ClientlOwncr <br /> ATTN� Mr.Darcy Walker _ _ Everett Public Schools <br /> AS IZtQUESTED BY Client Generai Contrac�nNSuperintenJrnt �, <br /> � BabAit Neuman/Rick � ____. �i <br /> Cradiog Contrac�nd5uperintendent '� <br /> TFIE FOLLOWING WAS N07ED: LMH Consvuctiun LLf/Lane � <br /> AGSI on sile,as request<d by�h<client,w mnni�m aonsvuclion pmqras for Cvcreli Public Schools"Viav Ridge Elemcnlary Schoo�'rrnova��on ry ojen� ,:f <br /> Fine Gndinc ITorth Buildincl �� <br /> Trending grnenlly south lo north,ihe earth�vo�k cor.Iractor resumed fine graAing processn for Ihe proposed norlh ouilding area. Ulilizing a large txcavamr�vilh a i <br /> Ilal M1ueke�,the rnnrtaclo:rcrtroved approximalely 2-b"of paviously Dlaced'compected/tesled stmcmral fill and smoothcd tuc area via 6uckc�hcaling. '� <br /> AdJnionaily,Ihe arca will be recnmpacied prior ro installetion nf Ihe sp<cified vapor�articr. Stt fiyure 1 for specif¢Usk location. , <br /> EI rieal <br /> 'frrnding south tonotlh,[he projttCs ele<trical subcontrdnor conlinued inilallation ofconduil line in Ihe nonh builAing area.Using a pi<k and shevei,Ihe ! <br /> conmcror exeavated en appmximarely 6-10"deep tttnch�d inslalied e sttia of 2-0"<onduil lincs. The Irench line waz backf Iicd wilh thc cscavated spoils ''�, <br /> �grayisA broxn f:ne to medium SAND with fnr sills and gravcl)and compacled viajumpingjack auem6ly. The compacted soil was probed,wiUi ihe fiill�vei�h; ' <br /> o[�he obsttver on a.5"diameRr 51eN T-pmbe.ond pmvM firm/unyielding with average pencliations of3". AIiSI conducicd a scries of in place dens�ly ksis un �, <br /> Ihc ma�aia:ro confirtn ih<specified minimum cortrJac�ion(95'/o ASTM 1557). 'il�e coniracmr wa5 nOtified o(nll densiry resulls lismd below. As the backGll � <br /> m�ttnal volumt was already aecounted(or during previuus�II processes for Ihe building slab ar<a,no addi�onal nanve suil volume was wlculmed dm'ing Ihc <br /> abnve 6ackfdl p�ocesses. Stt figure I !or specific rosk Incaiion. � <br /> (bncrelelSauthtluildine � �', <br /> WhJe onsitc.AESI noted Ihanhc grneral<onvacior had 6egun pouring cancrcic for Ihe west half of thc soulh building's slab nn gradr sec6on. Thc slab was ' <br /> finished by a sulxoNn<I<C er<w. Thc grnenl connaaor noted Ihauhc noilh builJing slah nill likcly bc poumd on'fhundey(922/i I). tiec ligurc I (m specific � <br /> usk location. <br /> Densi Resulls I �. <br /> tt See figure 1 approx FSG 71.1 119 9 1252 96_,_P <br /> t2 See fi ure 1 a rox FSG 10.6 120 4 1252 96 P <br /> t3 See fi ure 1 • a rox FSG 10.3 120 1252 9u P �I <br /> t4 See ti ure 1 a rox FSG 107 118.9 1252 _ 95 P <br /> -- - -- — - _ <br /> t5 See f�ure 1 a rox FSG 10.5 119.3 125.2 95 _P ' <br /> --- _ _ _ _. <br /> l6_ _ See figure b� a rox FSG 10.9 121] 1252 __ 97 P � ' <br /> i <br /> � <br /> I <br /> I <br /> I <br /> i <br /> I <br /> i <br /> j <br /> i <br /> I <br /> . ::.--,.-,- . _ . . . ,-�..... .... : ..:. . . � ..._ __ ,. <br /> — �-------- . .. , . . — i <br /> COPIPS TO: Distnbution FIELD HF,P.: Jon U. Hans• Sr.StafF Gcnbgist I <br /> MAILf;D: SEP � s PO�I PRINCIPAI./PM: Hutt Mcrr 1:lHiuce Guenzl�•r PGG � '� <br />