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. • • � Than�sJon�s JN ie030 <br /> ' � M�tch 14, 1oiE P�p�4 <br /> Pio�Pll�s <br /> Thn�- or fouMnch-dl�t�r pip� p:4s d�iwn wMh a 650- or 800�pound jadd�rn�r to tM I <br /> followinp Nn�l ptn�tratlon abi m�y b� �ssipn�d �n allowrbN comp�t�iw lo�d ot E or 10 tau <br /> per piN, as�own. <br /> Ffnd Drivinp R�b FlMI Drlvkp Rab <br /> Pil�Dlam�br (OSO w.hsmm�j (!0o Ib.h�l AllowabN B�� Ca <br /> 3 IncMt 12 t�c/lnch 10�c/lnch 0 Eorn <br /> 4 IncM: 20�Jinch 1b skllnch 10 ton� <br /> W� r�commend drlvinp th�piNs in pain at Nch Ioc�tion d�rtnirnd by�swcpuM�npin�r. PIN <br /> c�ps and prad� b�ami may b� uwd to trammit lo�ds Eo fM plNi. WNd�d coupl�� should b� <br /> used to connect subs�qwnt pip��tions on piNi that nNd to b��xt�nded in NrqM. <br /> Dus to fhNr �mall diam�ter, fho IatKal capadty of wrUc�l pip� pila i� n�pllpibN, L�bal lo�ds <br /> due to wind or alunic foras may be nWtbd by ptufv� arth pr�wn �cWq on 1M v�rtfcal, <br /> �mb�dd�d portiom of tM found�tlons. For thi� conditlon� 1M foundaflons mun b� NIMr pound <br /> dincdy pain�t nlativNy Nwl, undl�turb�d ioil a wmound�d by MvN, stn�sl fHl. W� <br /> ncomm�nd winp a p��iw�uth qwwn of 300 po�x�ds pe a�blc loot for thi�n�. H fM <br /> pround in iront of a foundatlon Is looa or ilopinp, tM p�alw wth pr�swn piwn abow wiq not <br /> be aopropriat�. W� ncornm�nd a sN�ty f�W at la�►t 1.6 for tM toundatlon�' ntisNna m <br /> lateril lo�dinp,wMn uWnp tM abow d�Wpn vNw�. If additlonM I�M rwistana It nquind,vw <br /> rocomm�nd drlvinp b�tbnd pIN� in th� � dk�ctlon �� tM Nop� of tM pround. Th� I�b�l <br /> cap�city of a bathnd piN is pual to onahaN W th� I�t�rsl cort�pon�M of fh� �Now�bl� <br /> compronivs load. Th�allow�bN veMcal cap�cfty of b�tt�nd piNt dw�not nNd to M nduad H <br /> thsy aro bathnd ibep�r than 1:5 (Horizont�l: VMIGq, AdditlornNy, to mMimiz�tM pos�ibNky of <br /> eccentric pile loadinp, aach pile cap should induds Mro piks dAv�n in oppotinp dinctlons wRh tM <br /> same better. <br /> Conv�ndoml Foundadons <br /> Ba�ed on our expbratlons, fhs nisid�nce��n lot !3 can b� cuppoMd on conwntlon�l contlnuout <br /> and aproad fooUnps bsarinp on mdisturb��d, medium-d�ns� to d�ns�, n�tlw soil or on shucturfl <br /> fill placed abovs thia compst.n;, nh'���e s�ll. See ths labr wb-s�ctlon entltl�d O�n�nl EaAlWvork <br /> and Structural Fill for ror��mmendaUons rcpardinp tl�s plaam�nt and compactlon of sfrucdual fitl <br /> beneacn aVucturos. We ncomm�nd th�t contlnuous and Individual spnad footlnp� h�w <br /> minimum widths ot 12 and 18 inches, napectivNy. Th�y thould be boltom�d at Iptt 12 k�cha <br /> betow the loweat adjacsnt Nnish pround surf� tor iro�t prot�ctlon. Th� loal buildin9 ooda <br /> should be roviswed to detertnine if dNNnnt footlnp widlht or �mb�dn�nt d�ptht �n nquind. <br /> Footlnfl subprades must be deaned of loo�s or disturb�d wil prlor to pourMp concht�. <br /> Dependinp upon aite and equipment consVafnb, fhia may nquiro romov(np B» dinurbed �oil by <br /> hand. <br /> DependfnQ on the Mal aite pradea, eome overoxcavatlon may be roquind b�bw lM footlnps to <br /> expose competent, naUva soil. Unleaa Isan concrot� la u�ed to flll an ownxcavabd hoN, tl» <br /> overexcavaUon muat be at least aa wide at the bottom �s ths ium of th� dpth of fM <br /> OEOTECH CON6ULTANTE,INC. <br />