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dininc tlic dn' sutnincr munihs. I'�i.�imt lill. .ih. i�r_;inic .oil> and 'I r;msni;m:il Bcd dcpi��i�s �hou1J n��� <br /> bc rcuscJ ns su�uciural �ill un dic ,itr. <br /> I hcrc is :i limilcd yuanlily of(il;ici:il iiI! �nJ cnn>i�linc uf �ilt�' •;ind in Ihc .uulh��csl :irca u1' ihc .itc. <br /> On-site tl:icial till is cspccicd �u hc suil:iblc fur ,tructural lill in :ur:is rcyuiring comp;ictinn Iu ;u Ic:i.t <br /> 95 perccnt ol hIDD (per r\ST�i D 1557), providcd Ilic �cork is accomplishcd during Ihc nunn;dl�� dn' <br /> scason (lunc ihrough Scpicmhcry and ih;it Ihc suil can bc properlc muisuirc c�,ndilioncd. I� m;ry hc <br /> ncccssaiy to impon sund and Eraccl �ciih ;i lu�c lincti cunlcnt �o acliic��c adcqualc cutnpac�ion liir suppoii <br /> uf paccntcnt :ucas. Ilour slahs and suuclures for ��rt �s�calhcr constructiun. hnpurlcd stn�ctural (ill <br /> consisiing of s�md and gracd fAV'SUOT priccl borro�v) should bc planncd undcr all huildin�! tlour slahs <br /> and limnd;Uiun cicmcnls and if consui�c�ion oceurs during �vcl �ccathcr. <br /> Tlll' Util' UI l`XISlII7L LI:II'I:II UII tin1lti as sliliclural till during ��rt ��ralhcr �huuld hc planncd unh� fur arc;�, <br /> rcquiring cump.iclion l0 90 perccnt uf�-II)D. as long ns �hc soils m�c pruperll' prolccicd liom n'ct �ccalhcr <br /> and nut placcd durin� periods of��rccipilaliun. 'I hc runlr;ulur shutdd plan lu co�cr and ntainlain all lill <br /> siockpilcs ��ith plastic shcciing if it ��ill bc uscd as suiicuu;d IiIL Thc rcusc of un-sitc soils is highly <br /> dcpcndcnt un Ihc skill af thc cimlraclor and schcJuk, and �cc tcill ��'ork wilh Ihc dcxign Icant and <br /> cunUaclur lu ntasimiu Ihc mu.c ofon-silc till suils dutin��itc���cl and dry scn�nns. <br /> Ncusc of I�:sitlin�; ;�sphall. 13:�sc ❑nd ('oncrcic Rubblc. I:�isiing :isphalt paccmcni ;md Purlland <br /> ccincnl concrric ruhhlc nciy br rcuscd as svuctur;il till if propci!v cnishcJ during dcmolitiun. Rccycicd <br /> asph;ih �,;i�cmcni. Purtl;md ccnunt cuncrcic rubblc and hasc cuursc matcrials may hc rcuscd as s�ructur;il <br /> lill ihruughuut �hc prujcci. I�or usc a�gcncral structural lill across thc silc. ilic;isphah and concrctc nihhlr <br /> .hould ,+c cru,hcd ur uthci�cisc gruund up :md should mcct ihc gradaliun iryuircmcnis lin gra�d hurru�c <br /> :is Jrscribcd in Scciiun 9-03.Id�I) uf �h� ?1106 \1'SD(1T Sumdard Spccilir.itiuns. I( rcr}d�d ac��halt <br /> ❑nder concrtic ��ill bc u.cd unJcr �ia�cmcnt :ircas. ��c rcromnund Ih;u ii mcct �hc pradation <br /> rcyuircmcnls li�r crushcd wrCicin� h.i�c cuin>r ;i. drscrihcd in Sccli�m 9-113.91�I uf ihc '_U06 \1'SUO'I� <br /> S�andard Spccific;uions. <br /> 1!sc uf Itec�cicd Class. Rcc�cicd gla.s mac alsu hc u.cd as .inictur:il lill in sume ;ucas. 13ascd on thc <br /> �xojccl lur,uinn. il may bc ccunomir;il io u.r rrc�cicd glsss in licu ol impnncd malrri:ds. \Vc <br /> rccununcnd Ihnl rccycicd elass ntccl Ihc rcyuir.mcn�ti ul recycicd glass aggrcgalcs as dcscribcd in <br /> Scc�iun 9-03.21(41 ���'Ihc _'OOG \V'SUUI�SlanJnrd tipccilic:i�iuns. <br /> I�ill Pinccntent and Cump�icliun Crilcria. Slruclural till should bc mcch;nticalh cumpaelcd lu a tinn. <br /> non-virldinp cundiiiun. Struciur;il lill should hc pl;iccd in lousc lifis not csccrding S to IU inchcs in <br /> ihickncss. Thc ;ieuial Ihiiknrs. �cill bc dcpcndcnl un Ihc structural lill malrrial usrd and Ihc lypc and >iie <br /> ol�rumpncliun cqui�nncni. liacli lifl shuuld h.c ronJitiuncd Iu thc pruper i�ioitilurc runlcnt ;utd contpacicd <br /> in d�e spccilirJ Jcnsih L-cfurc placing suhxyurnt lilis. Sulicwral lill shuuld bc compactcd ro ihc <br /> Gdlu��ing rritcria: <br /> 1. tiuuctural lill pl:iccd hchind Ucloa-gr;idc ��alls shuulJ bc comp:ic�cd to bch�ccn ')0lo 92 perccnt <br /> uf thc \II)D c.iimalcd in arcurJancc �cith AS'I'?.I D IiSZ (';uc shuuld hc takcn nhcn <br /> comp;iclinc lill ncar ihc tacc uf hclu��-Fradc �c;ills lu ;icoid occr-rompaciion cnd hcncc <br /> o�:rstrcssin� Ihc �calls. I I;md uper;ucd cumpacto�:s .huuld he uscd �cilhin � Izel bchind Ihc ��'all. <br /> l\';ill hack�ill pl;iccd ��ilhin �hc building �iwlprinl anJ undcr Ihc sccunJ tluor Icccl should hc <br /> rontputicd lo bcl�cccn 90 Iu 92 pcncn� uf�hc ��IUD �cithin ? 1'cct o( th¢ �calls ;tnd to ;u Ica>t <br /> ')� ��ctrcni uf Ihc AIDI) hc�'onJ S lict ul' Ihc �c;dls. Thc upper 2 fccl ol lill bclo�c Iluur slab <br /> .uh�,ia�lc .h��uld ul.i� bc r�an�mclyd lu ni Icasl ')i �urrrn� of dtc �iDD. 1 hc tuniruclor �hoiild <br /> – — -- — -- --- <br /> ��/, �., �,��.,.,..,.� PqqP GEOENGINEENS� <br /> J.n�a.���, , . . � <br />