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mount to be itgocted to_Mido the reduired MWOO <br />ra It cud ramdor tl ' proposed <br />by the u etnplet�n of peon pohlunthan� imlee p;et <br />pre --production t Wetiou poiots ei the Plaft at pue► i+ pd7'mt <br />locations using the proposed material iiroet d nt tate st and OIL <br />Twyerify adequatesubsurface . agpm► t bem sib perfot <br />unuuridum of two ,stndar+dDI586, <br />using safety or auta do �) or c (D; <br />:accordance with ASTM 16151., 1t by the neer . the tit <br />points, locate at least one.Skl'.boring or DC -P souni' :j outer do and at least <br />one SPT boring or ice'' sounding oftrtauy withintest. prim gtlk0t1 a in <br />the Plans, use the' same �uipment for all tee. Su m the results of dw-Orborites ;and DCl' <br />ound ngs, the recommended uijection rate. =4 use ton -ores _ *0 for <br />review and i .. <br />approval poor t6pp ' iiie �uetion point loMkb& 1110 lgin60'inay <br />require additional SPT borings or DCP soundings <br />Do not adjust Ibe paS at WOOOOft powsies fur; <br />production point in action without the approval tit t he l ineer <br />17344.2 paO,Produedop: Additis �a�e � awed use .��PT <br />soil boripgs or DCP sounding, may lie rtqWted its tlkeeW by t , Etrgb i* h -proje d law <br />m confirm lwdsft subgrade wA coaddit ins based avao obi au r in mi.'i'he <br />Engineer may require access holes to be dim to A&W flay ince ian .of r mentio, <br />assess the sine of+eidsting void <br />173-5.�5 I��e�ct�a Phteemert� Itt,�+�t the pttl��ire tti cie� �idt iil� Pla�d� if <br />not shown in the .Plans, select the eft tocatron3 ci»g� hale ami mon <br />tubes vvitti the approval oche Engineer. Al tae.«ainponeretpatyuthaat #be <br />injected at least one fM below the eids **t tebk ' i digit orb t*vbi& la avg WAe, <br />provide a means to icon iae theplamnent and *cd pobrurdbae tlimtYj� bADVIC void• <br />When direct access to voids is not availsble, final a nfhodea .. tngred <br />for the injection tube pl000me t st appr��ly 1 to 4 Wit.bre �.. i> by, <br />Engineer When dr lung taco rcm&wed x thetoe d** <br />reinforcing prior to drilling injection halo. D6 not" % er 09"14-1-60,�bt�ipg: Tf <br />existing reinforcing is encountered dur3a�eg. <br />Install and operate a level controli bii►t%rii: Monitor <br />the elevation of pavement or structaft pwdiletodetwavy MweWW WW4 a t'040 IS toot' <br />radius'from the prit ofajinn Buri b 1. or, a:dird bS'IW l~, ger. <br />continuously monitw laser level or dial indicator miewrattier I age' '41"M <br />operations to determine sufficient iiia usage as Wioatod by pavesmovomerit of. <br />1/16. inch or less. Additionally, monster su directly,&4oitingat turca.,:su�h as bridge <br />spans, road surfaces, curb and gutter to.detest and int ttrteed mit#. <br />Inject the material gradually tQ avoid eve fore build Mup.1 m t <br />exceed 1/16 inch beyond the desired prt>t`i1e, tale eoriiv+snctions m the movement <br />ortn re Immediately noft ate .F�neet s nfd ge ate ap t. $s nem <br />puri pans. <br />cracks in the pavement, increased On of Odstft or separation of;and <br />unpaved surfaces. Repairany dae-to. the "W to 8labtVavMenL adjar t gu ters, <br />and shoulders resulting from the in, jection operation to tbe. "tisfeetion c►f *e En&etf l at na <br />cost to the Deparnimeut. <br />29- <br />FPI Sj 437- S39-1-53-01 295 <br />