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<br />. .,r.- s.: __^.~- ssr:cs_:_: r.cr..a : is ;ei:csd, it is up to <br />' s:.c _sc::o :dcr.:iy an cpnpr:as_ combination ai <br />:L.u: -_•:<r..cnCacerb:_xss<s which wiil p: ovid< <br />t.^.- cci:d :caC.xr..~irs" uoadc~. 1':is may 'ce ac- <br />^ cc-elsr.__•-su.g c`r_:uers for laver coef acts la.. <br />ec.uest ;:cea¢d is See_on .3.3 and the gcae~l <br />' ruaaun for nrw;a: ai numhc-' ' <br /> <br />a., a-_. a, _ :av<: c_...:c.ca for surinee, base. <br />- and subcase course .-atr..as,:esor- <br />:n'ciy, ud <br />D~, D_, D. v thickness (~ irchcs) of su:;ac, baze, <br />- acd suhbue coupe, race: ive!y. <br />s.J. 3i~:d Pvrmem Desipa CaWOq <br />Tz ~a a.3 alf '.9 ?r_ =- nc~ ctaiag of pc.-'3ad <br />-- -a:c:c: ir_~a~~:c:v hour"£or <br />- icy-voi^~.mu ~ ~ -- <br />uAG31TaCi'i]^S ak4~- <br />_. ....- 'J ~.'. ~: T'+'.~I-51C/L'::31 1 u•9L C.-r' t.' <br />'vs- eaa;c_^_~:_c'_.•e~T casr,~nuocs i.,:e:=: <br />/='Y (1) Jc::.:cc~-=.rased orutaa:orr_s)canccc <br />• (J) SIaS thic'xoa_s dcsiea tracuacaduibas <br />a=piy to all sc; CS. climadregieu. <br />(_) Suhbasc is6inc_a of high cuxlity gnaulac <br />suboasc (For -cry good subgnde aad.low ~- <br />trai:ic, this lave: may be osa.^tin:d). <br />(<) ~fqa PCC modulus at rupture IS'c) is 60A <br />Fss- <br />(') .V nn PCC danic modulus (E]u 5.000,000 <br />psi. <br />(.'Y T`_e;e ace ::a tied cpncrc•; shouldc¢ (ar <br />._: bsi rca c::cd. <br />.- J'ai-_,:lmo~sc:c; con~~iors asx iasr(C~ <br />~..... a ~.c..._ .: ai..c ....,a _.. <br />J <br /> <br />:4:diu:n a00.G00 to r,D'),P?0 <br />Law 50.'.A to ifA.CC0 <br />(9)T.:: Ievds of roa d'.'ed ;ail SJiry :nd cor- <br />;esoonding [angel ri cii<cive nadulm of <br />schgnh r:aeion (k-valuer am: <br />very Guod gr:arcr Thar. SYJ pd <br />Good .:CO to 550 pa ' <br />:air :SO to J50 pci <br />Pwr 1:0 to :50 Pa <br />vc:/Poor Icsr Drop ISO pci <br />It should'o-: pared chat ahhau;h th<miainum slab <br />thickness :boon is 5 inches, the user should consider <br />the seoiacckersLbsinee an ovcioaded truck troy, <br />is some rasa, seve:e!y d.-+ge thin slab pavemgts. <br />s_3 Ac~easte-Sc: vsc 3nad Desirr; ~,.a~a;..: <br />aCi:i..¢'u1C352L3Raj arlj?ZelGL1t4{aiG' •': •, <br />`=.-"ca ~: cav Cc'n~.~T:=e d~bf'la:-.'-. .` <br />': nle^_.e: ^:.a? t^a^ L'. a[ate ~~SC~r^~. ~m+3'. . <br />is aer ,ass:=ie. T e.~cr~~xsitasstt s~ on <br />sae _•ia-~za of:5-ii.=S.:iapaiicaurasatz.(Le~ <br />L-vch: <br />riiga ~ d0.000 ;0 100.000 - <br />Med:um ~ JOr000 •0 60,000 ' <br />LOW l0,OCA '.] 30,OGJ <br />One ache: sssunptian istberat in shes<hase [hick• <br />Hess rccommgdationt u that the cffr_,isz sniligt <br />modulus ei she agptcgate base mawrial ii 30,000 osi, <br />regardless of[hc gcalir: of the roadbcdsoil This vcive <br />should be used as inpm ro the aamognphia Fgurx 3.5 <br />to comerx a poaiart of the aegr. ¢atc hale [hiekness to <br />an equivalcm thickness of suhbae mam:isl with an <br />inte:mediat< mad alas value betwr_n the hose and <br />roadhcd soil. <br />Attachment 2.05.3(3)8- 21 <br /> <br />Attachment 2.053(3)8- 21 <br />