PERMFILE73052

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 7/30/2007
• Doc Name: Montrose County Agreements
• Section_Exhibit Name: Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-8
• Media Type: D
• Archive: Yes

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Once a Cesig:. strvaursl qumbes is elected, it is up to
the suer to idcnr{iy an appropriate Combination o[
Aexitrie paveasent [xyer ttuckaessesvrkichwill provide
the c'esired :sad-arrvirg eipacity. 't3is may be ae-
cc.apl:s:.ed a5u8 tl7e cil[erla far Japer coefficients fa.
Vasn~i presented is Sees3on ?a3 astd [ke generil
equation for srzucutalnotaber
sv ~ atal . ~. CDs
tt, a` as n !ayes eaefftcitat tiv smfa¢, base,
acdstsbbuetz[orae•.•..•-~-~- resptts-
tit2fy,aad
D[. D:.Dy ea thiclams(mirdtes)ofsurfm base,
azd snbima J,`J»Se, ropeaively.
4_'..3 Pxreraat Drtf¢ CapdoP
Tzia ~8 a:~ ..g ptere~s z3zz caSng ~of purtlaad
--~-~r_s~-~s•a*sash:ttn.y bettsai:or
'`' rsc^.• r: Ico-aoh~e..re~.~.wi~.'ie ; ar_
i~>"~'' =e34~~aactpesrt~'i.T:.'t:+s.1.8 i;
asseons:tl---trasr::aa3aclevd...>sciiabl;4~ is
taasez: naa i 3 ~ Ee[d"Theatstmtprioaa iubeea:
to rSese ~~, carssg=, Jes>S foIIotts
(Il ]cf~.^~ ;tc~faxr'doranrilafmocd)<onecca
p1+=33).
(2j 53ab thickae;s dcslga recamrneadstioas
a~plytaalldxII.~eIImarie[egiogs.
(;) Sr3rhasa's6tachet ofh3gb quatitp l<taanLr
subbase (For Very z~ sutrgrade cad. tow
ttaf:zq, tb's ~ may be ommtntci).
(t} Mean 1?OC modtthrs of ruptures t5'a) is 600
F~
(~ ''VlesaPCCelastiemodulus(Eais5.000,000
>?~-
(~~ TL.ere are no txd ccaerete shoulders (or
u:rbsl rc}tiaed.
s's ~:5inagetmoistes'el conduioas are Cair (C`
I.i .
.~! ..e IS+Ia ESAG ir^1C•.:. lcsn's ar:
b7 'd GG7/ •otl
REVISED IDLY 2006
Dastgn ojPavcmcJUSJrtJavna
High 700.000 to tfi00.000
Mcdiuai 400,Q(!0 w 600.000
• Low ~ 50.000 to 300,000
(9) The less!: of roadbed sot? quaLty and cor-
responding raagea of eQectives moduitts of
aubgrade trietioa pavnioe) art:
Yery Good ' ' :. •' gieirer than 550 pd
Good ~ .:.-; a00 w 550 pd
Fair ~ ~ .... ~•, 250 to' 3cApa ~ .
Poor . •,150 w 250 pd
Yery Poor ~ ;less than ISO pd
It sbodd ba cored that altltonSh tlm t~N4Lia[i1 crab
thicYacst shown is S Ltehtx, the aser shotdd rromidar
tke t[se of a ttidces slab sines as owiw,dcd rrnelt may,
in some cases. sest7eiy dJ,S:gxBe Chia slab pavtmeata.
d2~'1JttEeatsze-5uxface",Rnad7Snir~.tsYs9se:~ '. _
-. •crJ~ tan:saay.:be~sse4.rDCJdsa.L[vti: ~ /'F=;
,: =.voirma:aadc tvheu r;r:moresJi~aOedd :' -.<;:::
..~ act possible; Tit:~a.a~~; a...m„~~.~a:~[ ~~ •„;y •:
sPeci:lcrane°ts~q;3&JdpES.~_L'.aPpaaaff~r~~ :. .:~'
trusts: _ ?,s.~- :>-.~ -
.... ..~
'Higti .. r::''.'~.,.: 60,000 to,I00,000~~~',•.".,~ .
McdiuJSi : 30,p00 n -.60400 ~~ :i:.
Low 10.000 :a 30,D00 .. .
' Otteothorassumptioauthereattathereluxthtek-
tins reeommeadatioas is that tha eticctite ra0'ieat
modulus of the aggregate hose tnatetial is 30,000 psi,
rcgardlessoftkequalityoftkatoadhedsoti_Thisvaiue '
should be tied as input io theaamagraphiaFigures {.5 . ,
to convert a portion of theaggegate basethiekneas w
to equivalent ehkknoas of :abbess tgatrriai with au
iaierntedlata modules valve basaroen the bare and
madbcd sot!
'7aI 'UOl lei )OSSN SIiaJ a1BJSBa
Attachment 2.05.3(38-22
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