|
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I 800
<br />1-
<br /> e-:4
<br />I~
<br /> 0
<br /> H
<br />Ii
<br /> I:rJ
<br />I:
<br /> en
<br /> ~2
<br />I~
<br /> ~
<br /> c::
<br />I ~ 1
<br />8
<br />
<br />R-VALUE GRAPHICAL PRESENTATION
<br />
<br />PROJECT NO. :s40<1S
<br />~~. 0C0-50'
<br />BORING NO. l$-l -:r:i'uL!19\ ~'\.e.
<br />- C~ ~G:\"~.J~\
<br />DATE \\- \5- O(P
<br />
<br />TRAFFIC INDEX k.~~ 4. a
<br />...---
<br />R-VALUE BY EXUDATION GJ...(!
<br />
<br />R-VALUE BY EXPANSIO~
<br />
<br />- . 1,~~-'-
<br />700 600 500 400 300 ~oo 100
<br />
<br />I
<br />
<br />
<br />1.0
<br />
<br />2.0
<br />
<br />3.0
<br />
<br />I
<br />
<br />COVER THICKNESS BY EXPANSION, FT.
<br />
<br />I
<br />
<br />4.0
<br />
<br />. 400
<br />l.f) 350
<br />co
<br />...J
<br /> 300
<br />l.1J
<br />e:::
<br />:::l 200
<br />l.f)
<br />l.f)
<br />w
<br />e:::
<br />0- 100
<br />e:::
<br />0
<br />I-
<br />u 0
<br />c:(
<br />0-
<br />::E:
<br />0
<br />u
<br />
<br />100
<br />
<br />.
<br />90 t:
<br />
<br />80
<br />
<br />70
<br />
<br />60
<br />
<br />50
<br />
<br />40
<br />
<br />30
<br />
<br />20
<br />
<br />10
<br />
<br />o
<br />
<br />Ii
<br />
<br />1&
<br />
<br />III
<br />
<br />R-VALUE VS. EXUD. PRES.
<br />
<br />I
<br />
<br />~
<br />
<br />A
<br />
<br />.
<br />
<br />EXUD. T vs. EXP AN. T
<br />
<br />I
<br />
<br />REMARKS
<br />
<br />(3k-:A,ZS:
<br />
<br />u' oJ\V\
<br />--
<br />
<br />~~)~ eJ) ,
<br />
<br />'-"'"
<br />
<br />I
<br />
<br />'z.-:~-': _.:~.:; "J-." ..----. ....... "~l' .... :....:::.:
<br />'_. ... .-.. - -''-- r" -- -.-... '-;.r:" .... -... -==t.:::
<br />..~... -r'" ............. ,,'.' .. -t- ..... --. .... ...- --- ...-
<br />
<br />ili&;;: :st:::: ::: h1; ~ff::~ -:::::::: g~f~~~ ......... :~:~~:-:~
<br />
<br />:;;~:.:: ..::~:~~; :.:;: ::;:;........:. ;:;;\.=:(: ::;it;:.:.: ::::1:::: .........
<br />~;;r;..,.. '~;Lt=:J ~.... ;::;; =:;:;t=:: .:~t:::: :::fI:~: ::::r_::: :~.:::=--:-
<br />
<br />.ffifi~ :.:_mrr-~~Uf~ :::ik: :;~;1~~~~ ~i~~iT ~:q~~:: -.,....
<br />Hr: ..... ;~g!~t~: ::~n:;!: .... ::.::~;::; ~~~~H~~~ ::::t~=;: :::~~.
<br />!:n:~; ~~m~~ si ;r.: ~;~~... ~~:I~:~ :;~:!;::: :~ ~::::.~:
<br />ir'~L:if: :::-;~,.:: !;~:I:f:: ::i;~:::-: ....I.... ::::1;::: ::::f~' ::::'~
<br />.:' .... .....::.;.:. .".t.,f. t...t.... ...~~ '3:.- ......... ....1- ..
<br />ffit I::.t :~i;'l~.lr: L:rrrrIT: :::!t:::: :t::l:::: :;::t:::: . ..1.... ... ,...
<br />r:r~' ~~ ::'U.g":~ rcr:ln~~ ~:~:J~;:: ~::.:..:::~:: :::: :::: ::::;:.:.:..:
<br />
<br />~ \\.0 12,.0
<br />% MOISTURE AT FABRICATION
<br />
<br />z
<br />o
<br />H
<br />~
<br /><:
<br />o
<br />::J
<br />>4
<br />f:J
<br />-
<br />Z
<br />o
<br />H
<br />en
<br />~
<br />e<
<br />I:rJ
<br />~
<br />en
<br />en
<br />I:rJ
<br />~
<br />H
<br />f5
<br />c::
<br />~
<br />8
<br />
<br />--, - , : .. --:-;- ~:.:-:1-~ -::::~. ;:'::"- -.. ._._-
<br />~-~: "1 . _0';'..:::: ----- ==:. :
<br />.~- ------..
<br />--- -'::':': =-~.,...- g:..::. ~~
<br />.-- -~.z .----+~.. ..-..~ ... -... .- -::. ==
<br />s:F.t: ...- ,. .::;::--" :::::.l:= =- ::==::
<br />'-~:E.: ,..-'i~" --.--- .. .- =:-:.. -::
<br />.......;-....,. ,....,.......- -t-.-- =..:::::.:. :=:-::...:.......:
<br />1:::;::" . --=~::-...: =~--:-: ~=~:::- 7.:;S ::-:::.:~
<br />,-- . ~~:=-:. :---r-- ~-=.E~ .....,;;:;....-
<br />'-+........... :-'::"'-:t= .=-:::.-::: -'.:'-'= . .0."-
<br />~-::t -::::c::: ~.E:: ::...:..~ ~=:
<br />.",~:-..._.:.,... -, - - -0.." _.,.
<br />f:r:~f:~ :;::r;.._, .1"- .--
<br />_..~~... :~~ :=r:::.. :==- __.0_- .-- ..
<br />-..t-
<br />=:1:~ -....- _.- .::=1::;: ':-"::::::. :.=:: :.=.; 1-0";;::"_..
<br />-"'_... .;:.r==: ...... ....a......
<br />::=.rf' ~(. ._~~. ;:;::.-.- ..::r: :.:':
<br /> - t:.:f: ::. -::::..;: ...-.-.- ...--
<br />:::.1 :=:. ::..~~ !=~ ~= :.~::::: ~:.: ==::
<br />- . __00 ..,.... .............. .-..... ....-
<br />,. -+-- ~- ~=-F f.::';~ ~:~~ :~:-r:.~~ ~= :::~:;.;;
<br />:a-a:== -... po." ::::~
<br />:..r=. ...: =.::r..:r..: .-... ~..., ~._. :::=:
<br />.....>=t. . ,._.t~-;' ~':;7: ~= :::::::1: ..-~...... ~-:::;:: ::::.-::-:.
<br />-"""!'"..... .,..- 2
<br />:~*::; ~;l~~ ; :;:~:;::
<br />-. r::: ll::t;-:.- :-;':r.-...:' ::::r..::: :: ::::::': =-~:==
<br />.~.. ...,.... ,.,..
<br />"t~:-' ...... ,..-,....- .....-.... .--,.....
<br />:q....;:...:. -:::r: ::.:. .' ,....... :..::n:~ :::: t:::: .......... ...-... -.
<br />-..,.......
<br />..~ ._,.... ::::L:= . .....f'..... ....,...,. ...., ..... ::;:::::.:
<br />till .;r: ::::~i=:i :-7~:: .:-:~:::: ::.:n::::
<br />,. ...... .....-.-. ..........- . ...
<br />~ .... ~1ff:~ ::ti!=:r' -.t.- .......,-.,.. .....,...
<br /> 001.' .....
<br />.....-c r..::- ...,. ..... ,..t ..... .::::::.r: ::::1:::. ......... ...,......
<br />. . ,.J ~. .. . ..... ..... 1
<br />t::.: ::::1'::: ;U~I::;: ...t... ::::1;:: : ~A~i~~
<br />::.- ...t. ....t.'''. ~C' :::; :;::1 ., ....1.. . .........
<br />...tt..... ".rl....
<br />-. ..+. n:~ "ms' :::.;:;::: ...,\'...
<br />. _..t ..~. -.. ;:::1::::
<br />. ;r~ ::::t::~ ::-:! :r:: ;;-;:.::;: ,.,. .... ... ......
<br />,... .... ....
<br />m~ tiff :':;';1:';:: ~: (~ "" ::iH::~ ::~.!:;~: ::;:1 ....,..... .,... -. -
<br /> ,... ..:: I: .-
<br />....F:.;.:. im illP ~.-
<br />t'" W' ~;miii~ "IU;'" ~SU~~~: "m~~' ....f....
<br />.t. .... :i~' :l:; r~:i:::; ..........
<br />dh till :~: ~ . " t=1.' ~::.: ::::::~
<br />.... ..- "
<br /> - ~ U<"
<br />
<br />o
<br />
<br />4.0
<br />
<br />3.0
<br />
<br />.0
<br />
<br />.0
<br />
<br />lO.O
<br />
<br />ct.1O '2..0
<br />% MOISTURE
<br />
<br />K
<br />
<br />M
<br />
<br />M
<br />
<br />T by EXUDATION
<br />
<br />A
<br />
<br />A
<br />
<br />A
<br />
<br />T by EXPANSION
<br />
<br />IAIIBelIe · A\\;ln..
<br />
<br />PROFESSIONAL PAVEMENT ENGINEERING
<br />
|