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Srclinn 2(i�-l;unl: Rint Grnnrl fur Slrcc(s <br />::u�•h qu:mlilir< . s lLc lin;:iurcf m:�y din•ri. Y'h��. fillrY <br />•:ho❑ lLrn b�� misrd �cilh tbr surf:�riiq: w:d�•rial by <br />LladinC unlli �� w�ofurm Pr��durt is ubt:iiuni. 'I'hc suiae' <br />in1: ::IuJI Iluv� I�o ::prr:iA in r.u.�h.a w:mui�r lh:d it x•ill <br />hA�'l• n Ilni(nl'm dCPUI. U'nc In IinP :mJ I:I:iJc :r.: :lalcCd <br />LY lhc F:nCin��rP. Il ::h:dl Ihcn bi• rullcd Iry cilLrl' '� <br />::mnnth-whecicd powcr rullrr or LY :� P��'•���°:�lic-liir� <br />roilcr. <br />ihc tYPr, nf rallcr shall cun(orin lu Ihc rc��uircmenls <br />scl (�rth in ticcliun IS-Z.OIA. - <br />Tlic ISPc u( rnllcr to Lc uscJ tur auy P:��•licul:rt <br />projttt sh:dl Uc as set fortli In lhc spcci:d pruvisi�ms. <br />2:r9 Nt:A5UlttiTlGN'l' <br />Screened f,ravel surfncinC �"III'Le nu•axurcd bY lhc <br />lon at ti�c painl of IuadinL if Ihc q�����tilY is cnouF.h lo <br />justifY tl:c usr nf sc.li�s. or it may bc mcasurcd bY Ihc <br />cubic Y�rd in Irucks nt thc puint uf dclivcrY. In accord- <br />ancc wilh whichevcr unil o[ mmsw'c is shu�vn on lhc <br />plans and proposal. <br />25-5 PAY,11lNT <br />Thc wiit conlrnct Pricc per ton ur per cubic yard for <br />"Scrcened Gravcl Sur(acin�;" shnll be full compensalit e <br />for all costs and expense nettszary [or prep�rinl: <br />subC�'adc. furnishinE� scrcr.ning.loaJinC. haulinG sprcad- <br />in1;. bladm(� ;md rompaclin� o[ Ihc surfacinC ���aierial. <br />:md for incorporalinC li�lcr and for all olhcr costs nnd <br />capesse nrcCSsar)' or intidenlal lo the completion ot lhe <br />work as specif:ed above. <br />Fillcr will be mcasured ond p�id for as provided in <br />Seclion 24. <br />Compacllon nnd a'alcr shill bc Inciden�ol to Ihc can- <br />I L�act unless payment is specilically provided for (n lhe <br />Speci�l Provi:ions. <br />Section 2fi—I3anlc Riui Gra�'el for Streets <br />2G-1 DESCRIPTION - ' <br />Wherc shown on lhe.pinns or wherc design,led by <br />thc Engincrr, emb�nkmenls, shouldcrs �nd/or lhc lop of <br />emt�nkmenls �:�d l�ic subCrade o[ cuts lo a dcpll� as <br />sUown on lhe plans or as dcsignnled Uy lhc F.nCinecr. <br />sliall bc composcd of banic run f,ravel lrom approvc� <br />�oUrccs P�'cparcd in accorunnro tvith Seclion 27.. IIank <br />run gmvel is defined os n�lurnlly occtn'rinP. �nalerial <br />haeing characicrislics such lhaL when conpnctcd in N��cc <br />on lhc roadway il «'ill providc n murcc h�vin� F�rcalcr <br />suppurling valuc than lhc subGradc on which Il Is pinced. <br />26 : DSA'Pt:IiIAL <br />2G-2.01 CI�ASSP.S AND GRADING OF DANK RUN <br />GRAVF.G <br />Dank run Rravrl sha❑ bc substanliail,v frcc Irom <br />w�:od, ronls, b:�rl: or olhcr estranwus ria�cri;il. It shall <br />havc such cho�:lclrrislics o[ P��'licic sirc nnJ shapc lhal <br />It ���iil comp, cl rcadily lo a 6rm, slablc course. <br />'Che m:uimwn sire of stnne chall uoL escced ���e <br />drplh uf lLc coursc bcinC �PPlicd less onc (1) inclL <br />c�cepl lhol 1n uo case shall l�w maximum u�ze exceed <br />ciFhl (D) inchcs. ' <br />Uank run �'avcl slmll bc lenncd Rmil< Run C,ravcl <br />Cc'quirencnls'shall C verr farelbCl:cP�nlc,da•„�sllowing <br />Dnnk Rmt 13�mk Run <br />� CrnuN Cmvrl <br />Clnss A Clasx (3 <br />Pascin8 !4"�sicvc ............... 75 � mns. 755L urix. <br />Pa>sinl:lt. ti. No. �00 . <br />siccc (�rrl sircing) .......... `u % ma�. IU'iu mas. <br />Du.t it��lin: <br />;G I:cz:iu�: ,'I^nn (�ert sirvin�0.. ?5 m:is. Sa n,ax. <br />, ';L 1'assiul: ii•tU :f0 min. <br />tinnil I<quh•�Jrnl ............... 511 min. <br />Pa�;c ll- :!4 <br />_�� 9.03 ItANK IIUN GHA�'CL FItON yPlCl'll'Ih:U <br />tiUlll:('h:ti � <br />\1'h�•n <mn��•os uf baui: ruu la���ei•1 :mv drsign:dcJ in <br />Iho speri:il prueuiun:; Ihr Cunlraclor w:�y.:dli•r aU'ippin�; <br />a sullirivnt nrr:� b� cield thr, rcquirrd qu:n'.lity as pro- <br />cid�vl In tireliun "'L. Pla���• thr n:durallc ucnu'rinG m:Uv' <br />n:�l diraetly on Iiw nndbcd �cilhuut furllirr lrralinrnt <br />e�rrpt rrmucol uf urrrsi:.e slonr. Ile .h:dl. h�nceeer. <br />�rurlc Ihr pit in su�•h :i �c:U• IIcA indicidu:J lu:W< do nnt <br />��ary• Crcnllp (runi thc ncvr:0:r IP'���linr nvnilablc in thc <br />Jcpusil, and hc ::hall acoid ur u•aslc m:ticri�d lhal is <br />drsign;rtrd by llir Euginccr :�. u��•��ilnblc fur lh�..pccilicd <br />dass of b:nd: run C�:��'cl. Thc G�i�traclnr shall makc ns <br />❑iany muccs of InadinF rquipiacul ��'itl�in lhc spccilicA <br />pit :u�ca as m;iY bc ucccssary lo ful�ill thc abucc rcquire- <br />mrnl. <br />YG-"A3 PfIOVfDL•'U I3Y TTIE CONTRACT'OR OURCL•'S <br />\Vhcn bank rwi G�':��'ci is furnishcd from sources pro- <br />c(dcd by lhc Conlractor. Ihc matcrial shall Lc produced <br />from npP�'��'ttl sourccs In accordancc -u'ilh Scclion 2�. <br />7'hc gradinG and qualil� slmll bc ns sPccilicd in Scction <br />2G-2.01. ort of <br />IIank run �;ra�'cl fnr uscs o1Lec than thc stipp <br />pm'qand cemen: conerete pavement sLall mrst lhe re- <br />quiremrnls o( Scction "_G-2.01 and slmll mccl lhc (��1ow- <br />ing additional rcquiremcuU lhcrela: <br />Stabilometer resistance value �8 minimum <br />(Section G) . <br />...... <br />$wcll pressw'c (Seclion G)........ 0.3 psl inasimum <br />1( bank run Craecl from soin'ccs funilshr.d Yy l6c <br />Cunlrector P�nc lass'cr rcsistancc �'aluc ar iiigl;cr swcll <br />pressure it maY �c uscd i[ aPP�'ovcd bY ILc Ent�inccr, <br />provided llial Ihe Ihirkness of i'��ushed surfacing is in- <br />crc, acd u��cr lhal shau•n on lhc plans LY such nm m�uunt <br />as ihe EnII���eer ilclermines necess�ry to compensale for <br />lhe lowcr calucs.'fhc b.nk run f.nrel shall bc dccrcascd <br />in lhickness by an amount equal to lhc required In- <br />creased• thlckness o[ crushed sw�facing. Tlu volume of <br />crushed surfacinr, roquimd lo compers�tc for nsislancc <br />valuc lo�ccr lhan, ��r s��cll prcssurc hi;{her ll��n lh�t' <br />specif�ed above. shall he me�aured for payment as "f3onk <br />Run Gravul. Class A or Class �3" and not ��s crushed <br />surincin�:. A11 cos�s incurred Iherefor shall be induded <br />b)' lhc Cmriractor in his unit conlmct pricc for "Danlc <br />liun Cravd, Cl:�ss A or Closx 13". <br />I[, n, an allcrnatc to soin�ccs proviucd in tlic specfal <br />provis(�ns, thc Coniractor shail Acct to furnish bank run <br />gnvcl Ircr,n anothcr :ourcC in «'���c(i Oic mtdr.riil lms a <br />lou•cr resis;ancc voluc or hil:Lcr s�cdl Presnu'c than that <br />in lhe desi:;naltti source, Ihe tliic'�snes; o: crusimd surfac- <br />inL' and bonk run 1;�'��'cl shall bc adjustrd lo comprnsalc <br />Ihc lo•.vcr values is autlined in lhe precedinC D��'�Froph. <br />\1'hen lhc Cuntractor (urnishrs ihc sourcc, hc sl:all <br />remoec lhc moteriai= in sucli mnnncr lhnt a11 P�<<5 of <br />the pit «'ll� bc dnined tn a naUn'nl dra6m6c cuw'se at its <br />normal �v�lcr Ic�•cl. <br />2G-3 CONSTItUCTIOY DIiTAt1.S <br />2G-3.01 PIZAtOVAL OF OVI:RDURDF.N <br />13c(��rc any cf ihc banlc run Craccl matcri�l is rc- <br />mnced. thc cilc cL, II Lc �dr;ircd �md I:ruhbrcl and all <br />debris sh;�ll be disU��rd of Ly Ihc Conlractor. 7'hc eniire <br />arrn 0'um a9iirli b:mk run R�';��'�'I is ln bc Inkrn xhall bc <br />slriDPcd a[ carlh nnd nihrr m;d�.rial unsuilal�Ic �s 6ank <br />run •�rn�'�•I. All mrrburdvn m:�lrri:�ls shall I:c cnnvc,ed <br />b>• Il�c Cnnl�nclnr it n lucal:nn ��•hich �vill cnsurc nl::�in.t <br />il bccmnini: inixcd �cilh Ihc:�.rlcctcd m:ilcrl�l. <br />2G-3A- 1'lltil'Al1A'1'ION OF IlOADISP.D <br />9'hc surf:ur ��f li�r rn:��lbrd upnn whirh b:mk run <br />IP:�vcl iz lu 4r pl:irrJ .Ir.dl Im rnnq,:�rlyd as �p�•rilfril in <br />tirr�i��n IS-7.111. tiuL;tr:�dr fnf H:�•c ',I:Jrri:�l•:. All lousrt <br />vlWic:: sh:dl bv rrnmvi�d�(rum Ilu� •�.tn'fnrr n� lhC I'o:nlliad. <br />2f,-7.o:t ('Ot:til'RUC'I'IQY bl' (:C)UII•`:F.S <br />'i'hc L:ml: rnn IP':�'••�•1 m:dro'inl :.h:Jl Lr unif��nnly <br />