Projet Dimensionnement Des Chaussées Final

7/24/2019 Projet Dimensionnement Des Chausses Final

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1

Remerciements :

Sommaire :

Introduction :

ENONCE

SHEMA DE SITUATION

Le dimensionnement des chausses se fait seon e !TR

1) Dtermination de la classe des diffrents sols le long de laroute daccs la dcharge :

localisationDmax

(mm)>50mm

>2m

m


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2222

PK13-PK1! 35 0 53 11 0.1510.

310.8

PK0-PK3 :

Dmax=6.3


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3333

Dmax=85mm50mm

& ta(x 50mm &st100- 40=60%


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4444

#em!lais

PK0-PK3 ;1 ts ?"n (t*l*sa'l& @

PK3-PK7 1 ;2 ts ?"n (t*l*sa'l& @

PK7-PK 2 51 m ?"n (t*l*sa'l& @

PK-PK10 2 6 ?"n (t*l*sa'l& @

PK10-PK13 D1 (t*l*sa'l&Ins&ns*'l& l#&a(A n)&ss*t&

(n "mpataB& m"&n

PK13-PK1! 3 (t*l*sa'l&Ins&ns*'l& l#&a(A n)&ss*t&

(n "mpataB& m"&n

&) Dterminer en utilisant le catalogue de structures t*e dechausses neu+es 1! les structures des chausses et desaccotements rconiser our la construction de la routedaccs :

Dtermination des coe"cients correcteurs :

P"($ l& +*m&ns*"nn&m&nt +#(n& n"(C&ll& a(ss)& "n n& p$&n+ &n "mpt& (& l&sp"*+s l"($+s s(p)$*&($s 8t.

D"n ?P=75 :40% s*l"(&tt& 1 60% s*l"(&tt& 2>


6/41

5

Silhouette 1 Silhouette 2

8t 4t7t 6t 9t 9t

555

n sa*t (& la st$(t($& &st s"(pl& +"n F=4

P"($ s*l"(&tt& 1 G

",P1 ( 813 )4

+( 713

)4

0$&&7

P"($ s*l"(&tt& 2 G

",P& ( 4

13)4

+( 6

13)4

+0.75 .( 9

13)4

0$&&((

n n)Bl*B& l&s ; +&s C)*(l&s l)B&$s +"n

%&%"./silouhette1 ",P1 /silouhette& ",P& 0$&(2

a$B&($ +& a(ss& &st )Bal& a 6m +"n

%11

"(t& 1x2 C"*&s

%1

& n"m'$& +&s P2 $&st&$a "nstant +($ant l&s *n p$&m*$&s ann)&s &t $"*t$aann(&ll&m&nt +& 6% p&n+ant l&s +&$n*$&s ann)&s.

#t


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6666

a +($)& +& C*& +& la $"(t& &st +& 10 ans ma*s l& ta(x +#a$"*ss&m&nt )tant n(l

+($ant l&s 5 p$&m*$&s ann)&s &t +& 6% +($ant l&s 5 +&$n*$&sA "n p$"+& "mm& s(*t G

P"($ l&s 5 p$&m*$&s ann)&s G %311

P"($ l&s 5 ann)&s s(*Cant&s G %3&

1+0.06

(51)/0.06

1$007(

Pas +#*n,"$mat*"n s($ la $)pa$t*t*"n +( t$a,* s($ l&s +&(x C"*&s "n s(pp"s& l& l&

t$a,* s& $)pa$t*t &n 50% s($ a(& C"*& G

%+c0$!

&s al(ls )tant &,,&t()s p"($ l&s 5 p$&m*$&s ann)&s aC& (n a$"*ss&m&nt n(l "na?41=365 p(*s l&s 5 s(*Cant&s "n al(l ?4aC& n=5 ann)&s

4& 3(! 5 610n8 1) 9 0017($(

$inaement cacu de NE

#&xp$&ss*"n B)n)$al& &st +"nn)& pa$ G

4 4P,%1%&6661a)n

-1)9a) 6610$00)n

90$0)-1

66610$00)n

-1)90$0)3(!%+cP"($ )C*t&$ l&s p$"'lm&s p"s)s pa$ n l& n"m'$& +#ann)& "H l#a$"*ss&m&nt &st n(l "n

+)C&l"pp& l&s "&,,**&nts 3 &t 4.

4 64P, %1 %& %31% 41%+c)6 4P, %1 %&%3& %4&%+c)464P,%1%&1!3(!%+c)64P,%1%&3(!6610$0()!-1)%+c)467!10$&&71!3(!0$!)67!10$&&73(!6610$0()!-1)0$!)Pa$ la s(*t& "n "'t*&nt G

43$3110 essieu de 13;

Dtermination des %ortance des sos Sti

;l"$s *l s#aB*t +#(n& $"(t& ;P,&$

Il s#aB*t +#(n& a(ss)& s"(pl& +"n G Portance minimale P1

a "n& +( p$"J&t &st a$at)$*s)& pa$ (n& pl(C*"m)t$*& +& 580mmans +"n *ls#aB*t +#(n&


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7777

D)t&$m*nat*"n +& la p"$tan& G

localisation Classe d sol Cat"&o#ie d sol 'pe de d#aina&e one po#tance

PK0-PK3 ;1 ts I 2 t0

PK3-PK7 1 ;2 ts II 2 t1

PK7-PK 2 51 m II 2 t1

PK-PK10 2 6 II 2 t1

PK10-PK13 D1 III 2 t2

PK13-PK1! 3 III 2 t2

Ncessit d&une couche de forme

*nal&m&nt l&s $&ns&*Bn&m&nts s($ la p"$tan& m*n*mal& &x*B)& &t la p"$tan& $)&ll& +&a(& t$"nK"n n"(s $&ns&*Bn&nt s($ la n)&ss*t) "( n"n +#(n& "(& +& ,"$m&.

"*t P"$tan& tJ +( s"l &t P"$tan&P* n)&ssa*$&.

* *Portance ?ti PortancePi

aisseur couche deforme

PK0-PK3 P1 t0 P110 "% 30 @& 0

cm

PK3-PK7 P1 t1 P1Pas #esoin de couche

de forme

PK7-PK P1 t1 P1 Pas #esoin de couche


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8888

de forme

PK-PK10 P1 t1 P1Pas #esoin de couche

de forme

PK10-PK13 P1 t2 P2 Pas #esoin de couchede forme

PK13-PK1! P1 t2 P2Pas #esoin de couche

de forme

Dtermination du t'%e de chausse neu(e seon e!TR )**+

& ta'l&a( *-ap$s p&$m&t s&l"n la "n& I "( II :sta'l& "( n"n sta'l&> +& l*st&$ t"(t&s

l&s st$(t($&s (t*l*sa'l&s p"($ (n t$a,* +"nn). Il p$)*s& +& pl(s l& tp& +& st$(t($&

:s"(pl&A s&m*-$*B*+& "( $*B*+&> t"(t &n *n+*(ant la nat($& +&s mat)$*a(x +& $&CLt&m&ntA

"(& +& 'as& &t +& ,"n+at*"n +& a(n& +& &s st$(t($&sA $&p)$)& pa$ (n n(m)$" +&

,*&.

&s +*,,)$&nt&s "m'*na*s"ns +& &s mat)$*a(x s"nt +)J "mp*l)&s pa$ l& atal"B(&ma$"a*n +&s tp&s +& st$(t($&s n&(C&s &t p&(C&nt Lt$& l(&s pa$t*$ +& la paB& 19.

Dans n"t$& asA la PaB& 26 +( atal"B(& ma$"a*n +&s st$(t($&s tp&s +& a(ss)&s

n&(C&s n"(s ,"($n*s la "mp"s*t*"n +& la a(ss)& &n ,"nt*"n +( t$a,* )(*Cal&nt

p"*+s l"($+A +& la p"$tan& P* &t +& la sta'*l*t) +& la "n&.

Dans n"t$& asA "n "'t*&nt la mLm& "mp"s*t*"n p"($ t"(s l&s t$"nK"ns. & as

))antA s* l&s "mp"s*t*"ns +&s "(&s s"nt +*,,)$&nt&sA *l ,a(t &ssa&$ +& "*s*$

pa$m* l&s Ca$*ant&s p$"p"s)&s pa$ l& atal"B(& &ll&s (* ass($& la mLm& "mp"s*t*"n

+&s "(&s +& ,"n+at*"nA +& 'as& &t +& ,"$m& ma*s +"nt s&(l&s l&s )pa*ss&($s +#(n

t$"nK"n (n a(t$& Ca$*&nt.

localisation ;rafic Portance Pi %omosition de la


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9999

=ui+alentoids lourd

chausse 6AB4 CCinsta#le)

PK0-PK3 /P2 P1

10"%&!f31!4DE?

PK3-PK7 /P2 P1

PK7-PK /P2 P1

PK-PK10 /P2 P1

PK10-PK13 /P2 P2

PK13-PK1! /P2 P2

Structure des accotements :

&s p$",*ls &n t$aC&$s p$"p"s)s s"nt ,"nt*"n G

+& la st$(t($&

+( t$a,*

+( l*mat

+( s"l.

Ils s"nt +)J n"$mal*s)s pa$ l& atal"B(& ma$"a*n +&s st$(t($&s tp&s +& a(ss)&sn&(C&s s&l"n l& /P* &t la p"$tan& +& la plat& ,"$m& PJ. Dans n"t$& as "n a (n /P2 A

(n& p"$tan& p"($ l&s +*,,)$&nts t$"nK"ns P1 "( P2 &t la a(ss)& $&t&n(& a )t) "*s*

+ans la ,*& 6 l& p$",*l &n t$aC&$s tp& n6-1 "nC*&nt p"($ l&s +&(x &t #&st &l(*

(#"n a+"pt&.


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10101010

n $&t*&nt l& p$",*l s(*Cant G


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11111111

Page 33 du catalogue marocain des structures types de chausses neuves

3) Dterminer en utilisant le manuel de renforcement deschausses re+Ftues de DE dterminer la structure dechausse et des accotements :

a +),*n*t*"n +& p"*+s l"($+ p"($ l&s a(ss)&s n&(C&s &st (n C)*(l& +& p"*+s

s(p)$*&($s 8/ &t p"($ l& $&n,"$&m&nt +& a(ss)& & s"nt l&s C)*(l&s +& p"*+s

s(p)$*&($ 1.5/.

4c 4%1 %& %3 %

;C& G

?pG l& t$a,* "$$*B) l#ann)& +& m*s& &n s&$C*&.

?pG l& t$a,* l#ann)& +& m*s& &n s&$C*&.

* G l&s "&,,**&nts "$$&t&($s.

Dtermination de N%,-). (hicues /L)

em%runtant a route renforce en ,-).

& ta(x +#a$"*ss&m&nt )tant "nstantA "n al(l l& ta(x +#a$"*ss&m&nt a +&s

C)*(l&s &nt$& +&(x ann)&s s(&ss*C&s G

a64om#re +ehicules anne i1 - 4om#re P, +hicules anne i)96 4om#re+hicules anne i)

"n t$"(C& (& a!/:m"&nn& +&s ta(x +#a$"*ss&m&nt &nt$& 2011 &t 2014>


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12121212

;*ns* &n 2017 "n a ?p2017=?p2014!:1Na>O3N?s(ppl)m&nta*$&=1937

?s(ppl)m&nta*$& )tant l& n"m'$& +& C)*(l& P1 &mp$(ntant la $"(t& +#as la

+)a$B& pa$t*$ +& 2016 :125!:1N0.06> C)*(l&s P1 &t 220!:1N0.06>C)*(l&s

l)B&$s>.

Dtermination des coe"cients correcteurs

a$B&($ =7m6m +"n 1=1

?p2017=732 &n 2017 =:152N366>

:839N152N366>=38%. D"n 3=1.09.

n a a=5% +"n 4=0.95

Dtermination de a casse de tra0c4c 4%1 %& %3 %&00!

Donc la classe de trafc est T1

Dtermination de a 1uait de a couche de

2ase

&s &ssa*s +#*+&nt*,*at*"n &,,&t()s s($ l&s )ant*ll"ns +& la ?/ "nass)& "nt ,a*t$&ss"$t*$ l&s Cal&($s m"&nn&s s(*Cant&s G

; =24

MDE =20

E :05>=18%

P(*s(& MDE =20 :MDE +"*t Lt$& < 20> +"n la couche de #ase e5istante est nonsatisfaisante$

"utrement :

n a I=100% 35 % +"n *l s#aB*t +& 4'

lass& +( t$a,* G ;1-Dars le ta#leau sui+ant

4' ,a couche de #ase est non

satisfaisante


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13131313

%hoi5 des actions :

P(*s(& la "(& +& 'as& &st n"n sat*s,a*sant& +"n "n a l& "*x &nt$& G

&n"(C&ll&m&nt +& la "(& +& 'as&

&n,"$&m&nt +& la st$(t($&

%ouche de #ase non satisfaisante


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14141414

Eenou+ellement de Eenforcement de

,a couche de #ase la structureE%' E@?

Eemar=ue :

Pa$ la s(*t& "n Ca )t(+*&$ l&s +&(x at*"ns &t "n Ca "*s*$ la pl(s )"n"m*(&.

Eenou+ellement de la couche de #ase : E%'a lass& +& la a(ss)& &st ;1-&t p(*s(& la st$(t($& $&t&n*$ s&$a &n

mat)$*a(x '*t(m*n&(x +"n +#ap$s le ta#leau +( man(&l +&$&n,"$&m&nt :paB& 24> la st$(t($& +& la a(ss)& &st G 10''E?

Eenforceme

nt de la chausse : E@?P(*s(& la st$(t($& $&t&n*$ s&$a &n mat)$*a( '*t(m*n&(x +"nA +#ap$s l&

ta#leau 7 l& tp& +& la st$(t($& (#"n Ca "*s*$ &st &n ,"nt*"n +& lalass& +( a(ss)& &t +& la lass& +& +),l&x*"n D*.

Dtermination de la classe de dfle5ion :


16/41

15151515

la +),l&x*"n m"&nn& +& la s&t*"n &st : Dm0$1 #)a$t tp& a(t"($ +& Dm &st GG &$!

G&$! D0Dm1$3 G1&2$!

Dm0$1

n a 100 HD01&2$!H 1!0 &t +#ap$s l& ta'l&a( s(*Cant G

la lass& +& +),l&x*"nDi &st )Bal& D&

"&,,**&nt +#"m"B)n)*t) GG9Dm0$3&7n aG9 Dm0$3&7 H 0$3! donc :

DiDiD&

Dtermination de la structure de la chausse :

%lasse de la chausse : ;1-;a#leau 7 7 '%lasse de dfle5ion : DiD&


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16161616

%onclusion :n "*s*$a "mm& st$(t($& +& a(ss)& 7 'p(*s(& #&stla pl(s )"n"m*(&.

Dtermination de la structure des accotements :

P(*s(& *l s#aB*t +#(n& a(ss)& sans )la$B*ss&m&nt sans )pa(l&m&nt +"n PiP1

P$",*lP1

n a lass& ;1- +"n +#ap$s l& ta'l&a( +&s s)mas tp&s

age 3 du manuel de renforcement on adote our lesaccotements la structure sui+ante :


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17171717

) Profil en tra+ers de la nou+elle chausse et de la chausserenforce$ "insi =ue lestimation relati+e au5 tra+au5 dechausse et daccotement :

Profil en tra+ers t*e corresondant la construction de laroute daccs :

Profil en tra+ers t*e corresondant au renforcement de laroute nationale :

stimation des tra+au5 relati+es au +olet I chausse etaccotementsI :


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18181818

;Cant +& ,a*$& (n& &st*mat*"n +( "Qt +&s t$aCa(x *l "nC*&nt +& $&C"*$ l#&xpl*at*"n +&

&$ta*ns t&$m&s t&n*(&s (* s&$"nt a'"$+) pa$ la s(*t& +ans n"t$& )t(+& +& p$*x p"($

p"(C"*$ )Cal(&$ a( m*&(x l&($s (ant*t)s.

C4?;",,";CB4 D %J"4;CE :#*nstallat*"n +#(n& 'as& +& t$aCa(x &st *n+*sp&nsa'l&.

#a+)(at*"n +& &s *nstallat*"ns a(x '&s"*ns &st (n )l)m&nt *mp"$tant +( '"n+)$"(l&m&nt +( ant*&$A a$ &ll& "n+*t*"nn& l#as ,a*l& a(x +*C&$s p"*nts +(

ant*&$A a(x mat)$*a(x &t &nB*nsA a*ns* (& la $ap*+*t) +#&nt$&t*&n &t +& $&m*s& &n )tat

+&s mat)$*&lsA &t *n,l(& s($ l& '"n m"$al +&s p&$s"nn&ls.

Rn& t&ll& *nstallat*"n "mp"$t&A s($ (n t&$$a*n +& +*m&ns*"ns s(,,*sant&s &t p$"x*m*t)

*mm)+*at& +( ant*&$ G

+&s '($&a(x p"($ l#&na+$&m&nt &t l&s a+m*n*st$at*,s

p"($ l#&ns&m'l& +( p&$s"nn&lA +&s l"a(x aC& C&st*a*$&sA +"(&sA san*ta*$&s &t

&spa& $&sta($at*"nA a*ns* (&A s* l& l*&( &st *s"l)A (n& (n*t) +& s"*ns +#($B&n&

(n &spa& s(,,*sant p"($ l& st"SaB& +&s mat)$*&ls +& t"(t& nat($&A &t p"($ l&

stat*"nn&m&nt +&s C)*(l&s

(n at&l*&$ +& ma*nt&nan& +( mat)$*&l

+&s *nstallat*"ns +& st"SaB& +&s +)&ts s"l*+&s &t"( l*(*+&s &t +& t$a*t&m&nt

+&s &a(x p"ll()&sA +ans +&s &mpla&m&nts app$"p$*)s.

?C4",C?";CB4 D %J"4;CE 6hori


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19191919

E.',"C :

(C$aB& "( l&C)& +& mat)$*a(x $app"$t)sA B)n)$al&m&nt +&st*n) ass($&$ (n&

"nt*n(*t) +& n*C&a( p"($ l& passaB& +T(n& $"(t&@

PEB;%;CB4 4 "'CB4 :

Ils s&$C&nt a(ss*A B$V& l&($s apa*t)s +$a*nant&s sta'*l*s&$ +&s p&nt&s )'"(l&(s&s

"( "nst$(*$& +&spa$aCalan&s. T(t*l*sat*"n +&s Ba'*"ns &n pann&a(x )l&t$"s"(+)s

p&$m&t +)s"$ma*s la $)al*sat*"n +Tam)naB&m&nts pasaB&$s &n Ba'*"ns $"'(st&s. Ils

s"nt s($t"(t (t*l&s p"($ l&s tal(s +& ,"$t& p&nt& "( +& B$an+& a(t&($.

PEB;%;CB4 P"E 4EB%J.4; :

#&st l& mLm& p$*n*p& (& la p$"t&t*"n p$))+&nt&A sa(, (& l&s Ba'*"ns s"nt

$&mpla)s pa$ +& B$"s $"&$s.

@B?? ';B4 'L??:

Rt*l*s)s p"($ $&(&*ll*$ l&s &a(x s(p&$,**&ll&s &t )C*t&$ l&s +)B$a+at*"ns +& la a(ss)&

pa$ (n& &a( staBnant&.

D?%4; D"L :

)(p$& l#&a( +& $(*ss&ll&m&nt &n tLt& +( tal(s +&s $"(t&s &t +&s a(t"$"(t&s &n +)'la*s.

#&a( pa$C*&nt sans $aC*n&m&nt a( ,"ss)A &n p*&+ +& tal(s.

'BLE,; 4 4EB' :

El)m&nt &xt$(+) &n &n$"') +& s&t*"n t$ap)"+al& :p&nt&s &t a(t&($ Ca$*a'l&s> pla)

&n '"$+($& +& la 'an+& +Ta$$Lt +T(n& $"(t& :p. &x. s($ $&m'la* p"t&nt*&ll&m&nt )$"+a'l&>A

+&st*n) anal*s&$ l&s &a(x +& $(*ss&ll&m&nt C&$s (n& +&s&nt& +T&a(.

.";EC"LM %B4?;C;L"4; ," %J"L?? :

Ils "nst*t(&nt l&s +*,,)$&nt&s "(&s +#(n& a(ss)& :"(& ,"n+at*"nA "(& 'as&A$&CLt&m&nt@>. Pa$ &x&mpl& G ?A ?A@ &($s (ant*t)s +)p&n+&nt +&s )pa*ss&($s

p$&s$*t&s pa$ l& +*m&ns*"nn&m&nt.

Eoute daccs :

4N

D?C4";CB4 D? BLOE"? L$ $ P-LDP4??

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21/41

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22/41

21212121

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Eenforcement de la route nationale:

4N

D?C4";CB4 D? BLOE"? L$ $ P-LDP4??

4 DJ

1 Installation du chantier F 1400

000A00 400000A00

& Fourniture et mise en place de la signalisation verticale temporaire F 1 15000A00 15

000A00

3 Maintien des panneaux et leur remplacement F 0 1200A00 -

Fourniture et mise en place de la signalisation horizontale en bande

jaune

M

L 7000 5A00

35

000A00

;B;", !000000

Environnement

! Dblais de toute nature (amlioration de la visibilit )m3

12600A00 20A00

252000A00

( Foss betonnML

7

000A00 350A00

2 450

000A00

7 Buse !! en bton serie "#$ % &'c ttes *ouilles lits de poseML - 1 500A00

-

2 +rotection en gabionm3 - 400A00

-

+rotection en enrochement (,!!'-!!.g)

m

3 - 300A00

-

10 BoureletML

7

000A00 100A00 700 000A00

11 Descente d/eauML

7A0

0 120A00 840A00

1& 0arde corpsML - 1 100A00 0A00

13 1eouverture des *osssML - 4A00 0A00

;B;",3 0&2000

2raitement de la chausse

1 Dblais pour ouverture d/encaissementM3 - 20A00 0A00

1! 1emblais pour elargissement de la plate *orme

M

3 - 40A00 0A00

1( Dblais pour purgesM3 - 20A00 0A00

17 1emblais graveleux D3M3 - 70A00 0A00

12 1epro*ilage en 0BB (!'", ) T - 190A00 0A00

1 0BB(!'",) pour couche de base T - 190A00 0A00

&0 4B ( !'"! )pour la couche de sur*ace T 1

800A75 200A00 360 150A00

&1 5iant pur pour 0BB et 4B T - 7000A00 0A00

&& 6ouche de *orme en F"M3 - 80A00 0A00

&3 6ouche de *ondation en 07F"M3 - 155A00 0A00

& 6ouche de base en 07D M3 2362A50 160A00 378 000A00


23/41

22222222

&! ImprgnationM2

35000A00 2A00 70 000A00

&( 1evetement super*iciel bicoucheM2

35

000A00 6A00 210 000A00

&7 5iant pour imprgnation T - 6000A00 0A00

&2 5iant pour 18B T - 6000A00 0A00

;B;", 1 0121!000

2raitement des accotements

& 86 1echargment des accotementsM3

4

437A50 110A00

221&!00

8ignalisation

30 MarquageML

7000A00 8A00 56 000A00

31 Glissires de scuritML - 400A00 0A00

3& Panneau standard U 28A0

0 800A00 22 400A00

!) Plan de signalisation temoraire our le chantier derenforcement de la route nationale :

/"(t +#a'"$+A "n Ca "mm&n&$ pa$ +*st*nB(&$ l&s +*,,)$&nts tp&s +& s*Bnal*sat*"n

t&mp"$a*$&.

"$ .BQ4? D ," ?C4",C?";CB4 ;.PBE"CE :

a) %,"??C@C%";CB4 D? ?C4"LM :

&s s*Bna(x (t*l*s)s &n s*Bnal*sat*"n t&mp"$a*$& "mp$&nn&nt +&(x at)B"$*&s G

&s s*Bna(x p&$man&nts +&s tp&s 300A &t 400 p"(Cant Lt$& (t*l*s)s &n

s*Bnal*sat*"n t&mp"$a*$&. &s s*Bna(x p$"p$&s la s*Bnal*sat*"n t&mp"$a*$&

#) %"E"%;EC?;CL? D? ?C4"LM ;.PBE"CE? :

Cole# *

&s pann&a(x (t*l*s)s &n s*Bnal*sat*"n t&mp"$a*$& s"nt ,"n+ Ja(n& lT&x&pt*"n +&s

pann&a(x +& p$&s$*pt*"n tp& 300.

Dimensions *

*$(la*$& G 0A90 m +& +*amt$&

/$*anB(la*$& G 1A00 m +& Ut)

$"t#o#"+l"cto#isation */"(s l&s s*Bna(x (t*l*s)s &n s*Bnal*sat*"n t&mp"$a*$& +"*C&nt Lt$&


24/41

23232323

$)t$",l)*ssants.

c) ?LPPBE;? :&s pann&a(x +"*C&nt Lt$& s"l*+&m&nt ,*x)s s($ (n s(pp"$t :p"t&a( "( +& p$),)$&n&A

&Cal&t (* p&$m&t (n $&pl*&m&nt ,a*l& +& lT&ns&m'l&> &t Lt$& sta'l&s.

d) .";EC,? .B'C,? :/"(s l&s C)*(l&s t$aCa*llant s($ la a(ss)& +"*C&nt Lt$& p&*nts &n am'$& +"$) "( +&

"(l&($ la*$& &t +& ma$(&$ l&($s pa$t*&s lat)$al&s "( sa*llant&s +& 'an+&s alt&$n)&s

$"(B&s &t 'lan&s C&$t*al&s lTaCant '*a*s&s 45 lTa$$*$&.

&s C)*(l&s p$"B$&ssant l&nt&m&nt +"*C&nt Lt$& +"t)sG

+& ,&(x sp)*a(x :t"($nant "( l*Bn"tants> )m&ttant (n& l(m*$& Ja(n&

+& pann&a(x 117 :t$aCa(x> +"t)s +& 3 ,&(x l*Bn"tants sn$"n*s)s

C*s*'l&s +& lTaCant &t lTa$$*$&.

e) PEB;%;CB4 DL PE?B44, :

&s aB&nts t$aCa*llant s($ l& ant*&$ +"*C&nt Lt$& "nstamm&nt

C*s*'l&sA a(ss* '*&n pa$ l&s (saB&$s +& la $"(t& (& pa$ l&s "n+(t&($s +T&nB*ns

t$aCa*llant s($ l& ant*&$.

T(saB& +T(n CLt&m&nt +& t$aCa*l +& "(l&($ la*$& :"$anB&> &st +"n $&"mman+) ma*s

&* nT&xl(t a's"l(m&nt pas l& p"$t +& CLt&m&nt +& s*Bnal*sat*"n t&l (& 'a(+$*&$A B*l&t

,l("$&s&nt l& J"($ "( $&t$" ,l)*ssant la n(*t.

Il s#aB*t p$)s&nt t"(t nat($&ll&m&nt +& pass&$ a(x m"&ns +& p"s& +& &tt&

s*Bnal*sat*"n.

'$ .C? 4 P,"% D ," ?C4",C?";CB4 ;.PBE"CEE,?DRC.P,"4;";CB4 :

&s s*Bna(x (t*l*s)s &n s*Bnal*sat*"n t&mp"$a*$& p&(C&nt Lt$& $&B$"(p)s &n (at$&

at)B"$*&s s(*Cant l&($ s*t(at*"n pa$ $app"$t a( ant*&$ "( a( +anB&$.

a) ?C4",C?";CB4 DR"PPEB%J :*t()& &n am"nt +& la "n& +anB&$&(s& s*Bnal&$A (* p&(t Lt$& s('+*C*s)& &nG

PE?C4",C?";CB4 : "nst*t()& pa$ l&s pann&a(x $&tanB(la*$&s+T*n+*at*"n "( +& +*$&t*"n

?C4",C?";CB4 "O"4% : "nst*t()& pa$ +&s pann&a(x t$*anB(la*$&s +&+anB&$

?C4",C?";CB4 C4;E%","CE : "nst*t()& pa$ +&s pann&a(x*$(la*$&s +& p$&s$*pt*"n.

#) ?C4",C?";CB4 D PB?C;CB4 :Pla)& a(x a'"$+s *mm)+*ats +( p"*nt "( +& la "n& s*Bnal&$ &t (* p&(t "mp$&n+$& G

(n $)s&a( +& $a"$+&m&nt

(n 'al*saB& ,$"ntal

(n 'al*saB& lat)$al

(n s*Bnal +& ,*n +& ant*&$

c) ," ?C4",C?";CB4 D @C4 D %J"4;CE :Pla)& &n aCal +& la "n& s*Bnal&$


25/41

24242424

d) ," ?C4",C?";CB4 D S",B44.4; :P"($ l&s *t*n)$a*$&s +& +)t"($n&m&nts

e) DC?;"4% 4;E P"44"LM :P"($ Lt$& l*s*'l&sA &s pann&a(x +"*C&nt Lt$& &spa)s :&n $as& ampaBn&> +Ta(

m*n*m(m G

50 m s($ $"(t& ,a*'l& t$a,*

100 m s($ $"(t& ,"$t t$a,*

&s +*stan&s p&(C&nt Lt$& $)+(*t&s &n aBBl"m)$at*"ns.

f) ?C4",C?";CB4 4B%;LE4 :Ds la (t& +( J"($A l&s l*m*t&s +T"'stal&s s&$"nt s*Bnal)&s pa$ +&s ,&(x Ja(n&s ,*x&s

&spa)s +& G

1A50m &nC*$"nA p"($ l&s "'stal&s ,$"nta(x.

50m &nC*$"nA p"($ l&s "'stal&s l"nB*t(+*na(x.


26/41

25252525

Ma*nt&nant (#"n +*st*nB(& l&s +*,,)$&nts tp&s +& s*Bnal*sat*"n t&mp"$a*$&A *l s#aB*t

p"($ n"(s +& l*st&$ l&s +*,,)$&nt&s $Bl&s (* $)B*ss&nt l&($ p"s&.

%$ PB? ; DPB? D? ?C4"LMP"($ ass($&$ la s)($*t)A la p"s& &t la +)p"s& +& la s*Bnal*sat*"n t&mp"$a*$& +"*C&nt Lt$&

$)al*s)&s s(*Cant l&s *n+*at*"ns +"nn)&s *-ap$s.


27/41

26262626

a) C.P,"4;";CB4 D? ?C4"LM :En $as& ampaBn&A t"(s l&s s*Bna(x +"*C&nt Lt$& pla)s s($ lTa"t&m&nt lT&x&pt*"nG

+&s s*Bna(x +& p"s*t*"n :902A 903A 904A 905A 907A 335A &t.> l"$s(& l& ant*&$

&mp*t& s($ la a(ss)&.

+&s s*Bna(x *n+*(ant lT"$*B*n& +T(n& +*$&t*"n s&$Cant a( 'a$$aB& +&

la $"(t& :902A 907AX "(t& 'a$$)&X A&t.>

+&s s*Bna(x p"$t)s pa$ C)*(l&s +ans l& as +&s ant*&$s m"'*l&s.

#) PB? D? P"44"LM :En $Bl& B)n)$al&A &n +&"$s +&s +)t"($n&m&nts +& *$(lat*"nA

sT*l nT&st pas p"ss*'l& +& l&s *mplant&$ t"(s &n mLm& t&mpsA l&s pann&a(x s"nt

+Ta'"$+ +*sp"s)s plat s($ lTa"t&m&ntA

l& p$&m*&$ pann&a( +$&ss&$ "( +)"(C$*$ +"*t Lt$& l& s*Bnal aCan) :+( tp&

D;?E> ann"nKant l& +anB&$A

C&*ll&$ & (& a(& pann&a( s"*t C*s*'l&A )C*t&$ (T*l s"*t pla) J(st& ap$s (n

C*$aB& "( (n a(t +& Ut&A +ans (n& "n& +T"m'$& "( +&$$*$& +&s plantat*"ns "()(*p&m&nts +& la $"(t&.

c) DPB? D? P"44"LM :&s pann&a(x +"*C&nt B)n)$al&m&nt Lt$& &nl&C)s +ans lT"$+$& *nC&$s& +& la p"s&A +s

(& l&s pann&a(x &ss&nt +TLt$& (t*l&sA a,*n +Tass($&$ t"(t m"m&nt la ")$&n& +(

+*sp"s*t*, &n pla&.* &$ta*ns +anB&$s s('s*st&nt ap$s lTaC&m&nt +&s t$aCa(x. Il "nC*&nt +& l&s

s*Bnal&$ :&x&mpl& pann&a( 110 ...>

* la s*Bnal*sat*"n p&$man&nt& a )t) m"+*,*)& +($ant l&s t$aCa(xA n& pas "m&tt$& +& la

$)ta'l*$.

D$ 4 ?C4",C?";CB4 ;.PBE"CE ," ,C.C;";CB4 D OC;??4R?; P"? ;BLSBLE? C4DC?P4?"',$

Rn pann&a( +& l*m*tat*"n +& C*t&ss& nT&st pas t"(J"($s *n+*sp&nsa'l& p(*s(& l&

pann&a( t$aCa(x 117A pa$ +),*n*t*"n X*mp"s& a(x (saB&$s l& $&sp&t +T(n& $Bl&

)l)m&nta*$& +& p$(+&n& "ns*stant r+oir laossi#ilit dRa+oir adater leur+itesse a(x )C&nt(&ll&s +*,,*(lt)s +( passaB&X.&tt& l*m*tat*"nA s* &ll& &st n)&ssa*$&A n& +&C$a &p&n+ant pas Lt$& *n,)$*&($& G

80 Sm s* l& ant*&$ &mp*t& l)B$&m&nt s($ la a(ss)&A

60 Sm sT*l a $)+(t*"n +( n"m'$& +& C"*&sA sa(, +ans +&s as t"(t ,a*t

&x&pt*"nn&ls.$ ?C4",C?";CB4 D 4B;E %J"4;CE :

*nal&m&nt n"t$& &m*n&m&nt l"B*(& n"(s amn& (t*l*s&$ t"(t&s l&s +"nn)&s

$&(&*ll*&s *-+&ss(s p"($ )ta'l*$ (n& s*Bnal*sat*"n a+apt)& n"t$& ant*&$ G

P"($ (n ant*&$ ,*x& &t (n t$a,* *mp"$tant "mm& +ans n"t$& as ;Y &000 +9 >"n p&(t"pt&$ p"($ l#(n +&s +&(x "*x s(*Cants s&l"n l#*mp"$tan& +& la $"(t&.

a) AB4 D? ;E"O"LM Eoute imortante :"$t &mp*t&m&nt s($ a(ss)&*$(lat*"n alt&$n)& pa$ p*(&ts


28/41

27272727

#) AB4 D? ;E"O"LM Eoute imortante :"$t &mp*t&m&nt s($ a(ss)& *$(lat*"n alt&$n)& pa$ ,&(x t$*"l"$&s


29/41

28282828

() Cn+entaire des tTches et ateliers ncessaires la ralisation dela chausse:


30/41

29292929

11

Phasesignalisationetentretiendelemrise

Principes de signalisation et de balisage sordonnent autour de 5 Luniormit L!omo"nit #im$licit %ontinuit

%o!rence a&ec lusa"e' ,es %atgories de la signalisation sont :

s*Bnal*sat*"n C&$t*al pa$ pann&a(x s*Bnal*sat*"n C&$t*al& pa$ ,&(x s*Bnal*sat*"n C&$t*al& pa$ '"$naB& s*Bnal*sat*"n "$*"ntal& pa$ ma$(aB&

Les modulations des lignes discontinues dans le marquage de la ch

;*e de modulation ,ongueur du trait 6m) Cnter+alle ent

3-10 3

3-133 3

&0-( 20

s*Bnal*sat*"n pa$ 'al*saB&.

PJ"?:;

E"O"LM

PhaseCCC6%onstructionducorsdechausse)

10

%ouched

eroulement

Ee+Ftementsuerficiel

?)

2m&"(& +& B$an(lat 610 +& +"saB& 8lm2 2m&"(& +& l*ant &n Z (t 'aS [ 8001400 +& +"saB&

1SBm2

1&$& "(& +& B$an(lat 1014 +& +"saB& 12lm2 1&$&"(& +& l*ant &n Z (t 'aS [ 8001400 +& +"saB&

1A2SB m2 "(& +#*mp$)Bnat*"n &n Z (t 'aS [ 01 +& +"saB&

1A2 SBm2:nro##

itumineu5

6:')

"(& +#&n$ 2m& "(

0A6SBm2

2m& "(

0A6SBm2

"(& +& 1&$& "(&

SBm2

%ouch

ede#ase

La mise en (u&re dune couc!e de )ase *m+me $rocdure de mise en oeu&

Les dirents "ra&es utiliss our cette couc!e sont

,- 0315 % 100 ,- ,:% ,% 0315 concasse ; 100

,-% ,-D 0315 ; 040 * % de ,-% 30 % de ,-D < 0/'

!omparaison entre "#$ et "#% &'paisseur

E"4L,"CE ," .D ? ;E"@C%

4" 0931 ! H30 H&0 U30 ;o;1 ;& V

4' 0931 ! H30 H&0 U30 ;3;

2

"ccotements

a m*s& &n \(C$& +&s mat)$*a(x s)l&t*"nn) :M> A l&s mat)$*a(x s"nt $&pa$t*s &n 3 lass&s s(*C

M. +& tp& I G p"($ a"t&m&nt (n& C"*& +& *$(lat*"n #&st +*$& +"nt la la$B(&$ < M. +& tp& II G p"($ a"t&m&nt +&(x C"*& +& *$(lat*"n #&st +*$& +"nt la la$B&($

M +& tp& III G p"($ '&$m& +& a(ss)& '"$+)& pa$ (n& 'an+& +#a$$Lt +#($B&n& +& 2 m


31/41

30303030

7

uchede

ndation

,a mise en Wu+re dune couche de fondation 4@090 ou 4@ 09(0 6?elon le %P?) cons )pan+aB& +&s mat)$*a(x pa$ "(&s "mpat*'l&sA ;$$"saB& "( a)$at*"n n)&ssa*$&s p"($ "mpataB& p"($ la +&ns*t) "( "mpa*t) $&(*s& :s&l"n P> $)BlaB& &t ,*n*t*"n +& la "(& la Ut& +),*n*t*C& &t a( +*C&$s $&(*s N"p)$at*"ns t"p"B$

PJ"?

:

;E"O"

LM (

PhaseCC

#&st la pas& +#)x)(t*"n +&s t&$$ass&m&nts pa$ "n& s&l"n l&s p$",*ls &n t$aC&$s tp& G

D#laisG &s +)'la*s &n B$an+& mass& &n t&$$a*nA m&('l& s&$"nt $)al*s)s pa$ (n '(ll+"&$ D&s am*"ns s&$"nt (t*l*s)s p"($ l#)Ca(at*"n +&s +)'la*s &x)+&nta*$&.

PJ"?:

;E"O"LM !

PhaseC

#&nt$&p$*s& +"*t p$)s&nt&$ l#a+m*n*st$at*"n (n m)m"*$& t&n*(& :m"&ns (ma*nsA m

plann*nB +&s t$aCa(x.

Installat*"n +( ant*&$ :l"a(x +&s "(C$*&$sA l"al p"($ l&s $)(n*"ns +& ant*&$A Pann&a(

; $"C*s*"nn&m&nt +&s mat)$*a(x &t am&n) +&s mat)$*&ls a( ant*&$. Eta'l*ss&m&nt +( P :a*&$ +&s P$&s$*pt*"ns sp)*al&s>

.P. a*&$ +&s p$&s$*pt*"ns "mm(n&s

..;../ G a*&$ +& la(s&s a+m*n*st$at*C&s B)n)$al&s t&n*(

EnC"* +( P "($ a $"'at*"n ;(t"$*t)s "m )t&nt& ] D@..

3

ineic

5roriation des terrains lans

=tats $arcellaires

#u erfcies

&

:tudeotechni=u

e6Ealisarlela#oratoire)

"n '(t &st +& +)t&$m*n&$ la st$(t($& +& la a(ss)&. &s +*,,)$&nt&s "(&s +( "$ps +& a(ss)

"mpt& +& pl(s*&($s pa$amt$&s +"nt "n p&(t *t&$ G

;*es de solsG $&n(s :sa'l& "( B$aC&>

"l ,*n :l*m"n "( a$B*l&>

(#"n s('+*C*s& &n at)B"$*&s 0A 1A 2A 3 &t 4.

;rafic :

/0 4 500 CJ

2000 +($&t) +&s B$an(lats pa$ ,$"tt&m&nt $)*p$"(&s sans p$

MDE :m*$" D&Cal (m*+&>

Rglage et compactagede la plate!orme

alis $ar ladministration en

colla)oration a&ec les autorits locales


32/41

31313131

1

ses

sdu

ctier

sar

reaudes)

P$)pa$& l&s +*,,)$&nt&s pas&s +#(n& )t(+& $"(t*$& (* s"nt G

tude de dfinition 6D)A s"n '(t &st +& p$)*s&$ l#*nt)$Lt s"*"-)"n"m*(& +& la l*a*s"

l&s p"*nts +($s am)naB&$ +),*n*$ l& "(l"*$ "( l& &m*n&m&nt +( t$a).

"+ant Pro>et 6"P)A s"n '(t &st l#&x)(t*"n +&s p$",*ls &n l"nBA &t +),*n*$ l#&mpla&m&nt

7) %ontrXle du chantier :

a ,*n +& l#)t(+& t)"$*(& +#(n& a(ss)& n& s*Bn& pas la ,*n +( p$"&ss(s. Ma*s &

n#&st (& l& +)'(tA p(*s(& p$)s&nt *l ,a(t s#ass($&$ (& n"s p$&s$*pt*"ns s&$"nt

&x)(t)&s +ans l&s $Bl&s +& l#a$t &t l&s mat)$*a(x "n,"$m&s a(x n"$m&s p$)"n*s)&s.

Et #&st l (#*nt&$C*&nt l& $Ul& +( "nt$"l +& ant*&$ (* s#"$Ban*s& a(t"($ +& t$"*s

"mp"sant&s &ss&nt*&ll&s G

D*sp"s*t*"ns p"($ ass($&$ la (al*t) +&s t$aCa(x &s "nt$Ul&s n)&ssa*$&s la Cal*+at*"n +& a(& tV& +( p$"J&t &s &ssa*s &,,&t(&$ p"($ s#ass($&$ +& la "n,"$m*t) +&s mat)$*a(x (t*l*s)s.

a) Disositions our assurer la =ualit des tra+au5 :

P"($ ass($&$ la (al*t) +&s t$aCa(xA l& B&st*"nna*$& &st app&l) ,a*$& (n s(*C* &t (n"nt$Ul& (* "ns*st& G

#*+&nt*,*at*"nA la C)$*,*at*"nA "( la $)&pt*"n +&s mat)$*a(xA mat)$*&l "(p&$s"nn&l

a $)&pt*"n +#"(C$aB&s "( +& pa$t*&s +#"(C$aB&s &x)(t)&s.

&s "p)$at*"ns s& +)$"(l&nt p"($ C)$*,*&$ la "n,"$m*t) a(x &x*B&n&s +( P &t s&

t$a+(*s&nt pa$ G

#*mplantat*"n +&s "(C$aB&s. #&xpl"*tat*"n +&s $)s(ltats +( la'"$at"*$&.

a p$)s&n& s($ l&s l*&(x a( m"m&nt +& l#&x)(t*"n +&s t$aCa(x. a C)$*,*at*"n +&s a$at)$*st*(&s +& l#"(C$aB&.


33/41

32323232

& "nt$Ul& s& ,a*t &n 3 pas&s G

,e contrXle a+ant =ui comorte:

D&s aB$)m&nts &t &ssa*s p$)l*m*na*$&s +#*n,"$mat*"n s($ l&s mat)$*a(xA &tp$"+(*ts (& l#&nt$&p$&n&($ p$"p"s& +#(t*l*s&$.

#a&ptat*"n +&s m"&nsA n"tamm&nt +( mat)$*&l (& l#&nt$&p$*s&."mpt& (t*l*s&$ p"($ $)al*s&$ s&s t$aCa(x.

,e contrXle endant les tra+au5 =ui comorte:

&s &ssa*s +& $&&tt& +&s mat)$*a(x app$"C*s*"nn)s s($ ant*&$. & "nt$Ul& +& (al*t) &n "($s +&s t$aCa(x.

,e contrXle ars les tra+au5 =ui comorte:

#&st la $)&pt*"n +&s "(C$aB&s. Il s& ,a*t &n p&$man&n& pa$ G

& s($C&*llant +&s t$aCa(x (* p$)s&nt s($ ant*&$ p&n+ant t"(t& la +($)& +&s"p)$at*"ns +& "nt$Ul& (* l(* s"nt "n,*)&s.

& &, I pa$ +&s C*s*t&s &,,&t()&s a( m"*ns (n& ,"*s pa$ s&ma*n&. & DPE (* pa$t**p& &s $)(n*"ns a(& ,"*s (#*l l#&st*m&.

,C?; ?B.."CE D? %B4;EB,? "@@%;LE PBLE %J"L ;"%J

;EE"??.4; :

)&pt*"n +&s +)p"$ts +&s p*(&ts. Exam&n +&s $app"$ts +TaB$)m&nt. )&pt*"n +&s mat)$*a(x :&mp$(nts>

)&pt*"n +&s at&l*&$s +& t&$$ass&m&nt ;ss*st&$ lT&x)(t*"n +&s plan&s +T&ssa* p"($ "(& +& $&m'la*s


34/41

33333333

)&pt*"n +&s mat)$*a(x app$"C*s*"nn)s Implantat*"n +&s "n&s B$an+& a(t&($ +& $&m'la*s "( +& +)'la*s )&pt*"n +( "mpataB& pa$ "(& )$*,*at*"n +&s $)s(ltats +&s &ssa*s .P.E.E.

M*s& J"($ +&s B$ap*(&s +& s(*C* Eta'l*ss&m&nt +&s atta&m&nts

BLOE"?D"E; :

)&pt*"n +& lT*mplantat*"n +&s "(C$aB&s

Exam&n +&s $app"$ts +TaB$)m&nt )&pt*"n +&s mat)$*a(x Exam&n +& la ,"$m(lat*"n +&s ')t"ns )$*,*at*"n +&s +"saB&s +&s +*,,)$&nts "mp"sants +( )t"n )&pt*"n &t )ta'l*ss&m&nt +&s atta&m&nts +&sG

"(*ll&s

&$$a*llaB&

)&pt*"n +( ",,$aB& ;ss*stan& "( "(laB&

M*s& J"($ +&s B$ap*(&s +& s(*C* Eta'l*ss&m&nt +&s s*t(at*"ns Eta'l*ss&m&nt +&s atta&m&nts

@"'EC%";CB4D?.";YEC"LM :

Exam&n +&s $app"$ts +TaB$)m&nt ;ss*stan& a( $)BlaB& +( "nass&($ )&pt*"n +&s ,a'$*at*"ns J"($nal*$&s Expl"*tat*"n +&s $app"$t +&s $)s(ltats +&s &ssa*s .P.E.E. ($C&*llan& +( "nassaB& : &mp$(ntsA salpaB&A "n& +& st"SaB&A s)pa$at*"n

+&s tas +&s +*,,)$&nts mat)$*a(xA +)BaB&m&nt +&s $&J&tsA @..&t

Eta'l*ss&m&nt +&s s*t(at*"ns

M*s& J"($ +&s B$ap*(&s +& s(*C*


35/41

34343434

.";YEC"LM?Y,%;CB44Y?6"%%B;.4;?) :

Exam&n +&s $app"$ts +TaB$)m&nt +&s &mp$(nts )&pt*"n +&s mat)$*a(x app$"C*s*"nn)s ;ss*stan& lT&x)(t*"n +& la plan& +T&ssa* )&pt*"n +& lTat&l*&$ +& m*s& &n \(C$& ;ss*stan& la m*s& &n \(C$&

)&pt*"n +&s a"t&m&nts ap$s m*s& &n \(C$& :"mpataB&A n*C&ll&m&ntA P/A)pa*ss&($A la$B&($A@.&t>

Expl"*tat*"n +&s $)s(ltats .P.E.E. M*s& J"($ +&s B$ap*(&s +& s(*C* Eta'l*ss&m&nt +&s s*t(at*"ns Eta'l*ss&m&nt +&s atta&m&nts

%BL%JD'"? :

)&pt*"n +( ,"n+ +& ,"$m& - n*C&ll&m&nt &t "mpataB& p$",*l > )&pt*"n +&s mat)$*a(x app$"C*s*"nn)s ;ss*stan& la m*s& &n \(C$& : a$$"saB&A malaxaB&A $)pan+aB&A "mpataB&A

p$",*lA )pa*ss&($A@&t >

)&pt*"n +& la "(& +& 'as& : "mpataB&A P.AP./A @..&t> Expl"*tat*"n +&s $)s(ltats +&s &ssa*s .P.E.E. M*s& J"($ +&s B$ap*(&s +& s(*C* Eta'l*ss&m&nt +&s s*t(at*"ns Eta'l*ss&m&nt +&s atta&m&nts

EOZ;.4; :

)&pt*"n +& la "(& +& 'as& aCant *mp$)Bnat*"n :n&tt"aB&A@@@.&t> )&pt*"n +( . 01 : (al*t)A (ant*t)A@.> )&pt*"n +& lTat&l*&$ +& $)pan+aB&

Exam&n +( $app"$t +TaB$)m&nt +&s mat)$*a(x


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35353535

;ss*stan& a( plan&s &ssa*s +& lT*mp$)Bnat*"n &t +( $&CLt&m&nt )$*,*at*"n +( $)BlaB& +& lTat&l*&$ +& m*s& &n \(C$& ;ss*stan& lT&x)(t*"n +&s t$aCa(x Expl"*tat*"n +&s $)s(ltats +&s &ssa*s .P.E.E.

M*s& J"($ +&s B$ap*(&s +& s(*C* Eta'l*ss&m&nt +&s s*t(at*"ns Eta'l*ss&m&nt +&s atta&m&nts


37/41

36363636

)$*,*at*"n +( n&tt"aB& +( ant*&$4";LE? ; @EL4%? D???"C? ?LE ,? .";EC"LM$

4ature des tra+au5 contrXler

ssais raliser @r=uence

:5cutiondesrem#lais

;nals& B$an(l"m)t$*(&s"(s &a(

15000 m3

l*m*t&s +T;tt&$'&$B 15000 m

3

M&s($& +& l#at*C*t)

a$B*l&(s& a( 'l&( +&

m)tln&

15000 m3

Essa* P$"t"$ 15000 m3

M&s($& +& la t&n&($ &n

&a(

1250 ml +& plat&-,"$m& &t pa$ "(&

+& 20 m

Plan& +#&ssa* +&

"mpataB&

(n& p"($ a(& at)B"$*& +&

mat)$*a(x &t pa$ p$"C&nan&

M&s($& +& la +&ns*t) a(

+&ns*t"mt$&

1250 ml +& plat&-,"$m& &t pa$ "(&

+& 20 m

:5cutiondescouchesdeforme ;nals& B$an(l"m)t$*(&

s"(s &a(

11000 m3

l*m*t&s +T;tt&$'&$B 11000 m3

M&s($& +& l#at*C*t)

a$B*l&(s& a( 'l&( +&

m)tln&

11000 m3

Essa* P$"t"$ 15000 m3

M&s($& +& la t&n&($ &n

&a(

1250 ml +& plat&-,"$m& &t pa$ "(&

+& 20 m


38/41

37373737

M&s($& +& +($&t) a( "s

;nB&l&s

15000 m3

Plan& +#&ssa* +&

"mpataB&

(n& p"($ a(& at)B"$*& +&

mat)$*a(x &t pa$ p$"C&nan&

M&s($& +& la +&ns*t) a(

+&ns*t"mt$&

1250 ml +& plat&-,"$m& &t pa$ "(&

+& 20 m

Filler dapport ;nals& B$an(l"m)t$*(& 150 m3

M&s($& +& l#at*C*t)

a$B*l&(s& a( 'l&( +&

m)tln&

150 m3

Mlange minral ;nals& B$an(l"m)t$*(& 1500 m3

M&s($& +& l#at*C*t)

a$B*l&(s& a( 'l&( +&

m)tln&

1250 m3

Mlange Grave-

Emulsion

Essa* DRIE_ 11000 t"nn&s aC& a( m"*ns 1 &ssa*

pa$ J"($

M&s($& +& la t&n&($ &n

l*ant $)s*+(&l

1 &ssa* +T&xt$at*"n t"(s l&s 500 t"nn&s

Emulsion *+&m (& &l(* +( ; a(& n"(C&a( a$$*CaB& +( l*ant a(

ant*&$

Plan& +#&ssa* +& E a( +)ma$$aB& &t a(& anB&m&nt

+& lTat&l*&$ +& m*s& &n \(C$& +( E "(

anB&m&nt +& la p$"C&nan& +&s

mat)$*a(x

"nt$Ul& +& "mpataB& G% +&s C*+&s

ra+enon

traite4; 3

l*m*t&s +T;tt&$'&$B 11000 m3

E(*Cal&nt +& sa'l& s($

05 "( 02

11000 m3


39/41

38383838

M&s($& +& l#at*C*t)

a$B*l&(s& a( 'l&( +&

m)tln&

11000 m3

M&s($& +& +($&t) "s

;nB&l&s

15000 m3

M&s($& +& la $)s*stan&

lT(s($& pa$ M*$" D&Cal

(m*+&

15000 m3

M&s($& +& l#*n+*& +&

"nassaB&

15000 m3

M&s($& +( "&,,**&nt

+#aplat*ss&m&nt ;

15000 m3

M&s($& +& l#)pa*ss&($ +&

la ?/

1200 ml pa$ "(&

M&s($& +& la t&n&($ &n

&a(

1200 ml pa$ "(&

M&s($& +& la +&ns*t) a(

+&ns*t"mt$&

1200 ml pa$ "(&

4ature des tra+au5 contrXler

ssais raliser @r=uence

.atriau5slectionns

MS

;nals& B$an(l"m)t$*(&

s"(s &a(

11000 m3

l*m*t&s +T;tt&$'&$B 11000 m3

M&s($& +& la t&n&($ &n

a"3

15000 m3

M&s($& +& l#)pa*ss&($ +(

M

1200 ml +Ta"t&m&nt

M&s($& +& la t&n&($ &n

&a(

1200 ml

M&s($& +& +($&t) "s

;nB&l&s

15000 m3


40/41

39393939

fond de forme et/ou

accotements

M&s($& +& la +&ns*t) a(

+&ns*t"mt$&

1200 ml +Ta"t&m&nt

Cmrgnation

-

dentification

compl!te dun "#

$/%

Ps&(+" C*s"s*t)

D&ns*t) $&lat*C& 25 ; a(& n"(C&a( a$$*CaB& +( l*ant a(

ant*&$

D*st*llat*"n ,$at*"nn)&

P"*nt + `)la*$ &n Cas&

l"s

Ee+Ftementsuerficiel ;nal s& $an(l"m)t$* (& 1200 m3

P$"p$&t) :% +&s )l)m&nts

*n,)$*&($s 0A5 mm>

1200 m3

M&s($& +& +($&t) "s

;nB&l&s

1500 m3

M&s($& +& la $)s*stan&

lT(s($& pa$ M*$" D&Cal

(m*+&

1500 m3

M&s($& +& l#*n+*& +&

"nassaB&

1200 m3

M&s($& +( "&,,**&nt

+#aplat*ss&m&nt ;

1200 m3

Essa* +#a+)s*C*t) +&s

B$an(lats &t l*ant

1500 m3

M&s($& +& +"saB& +&s

B$an(lats p"($

a(& +&m*-J"($n)& +& t$aCa*l "(

10.000 m2

M&s($& +( +"saB& +&s

l*ants

a(& +&m*-J"($n)&& +& t$aCa*l "(

10.000 m2

Plan& +#&ssa* +& a( +)ma$$aB& &t a(& anB&m&nt

+& lTat&l*&$ +& m*s& &n \(C$& +( "(

anB&m&nt +& la p$"C&nan& +&s

B$aC&tt&s


41/41

dentification

compl!te dune

mulsion

/&n&($ &n +*l(ant

p)t$"l*&$

/&n&($ &n &a(

Ps&(+" C*s"s*t) 25 ; a(& n"(C&a( a$$*CaB& +( l*ant a(

ant*&$

"m"B)n)*t)

ta'*l*t) a( st"SaB&

In+*& +& $(pt($&

a$B& +&s pa$t*(l&s

dentification

compl!te dun &itume

fluidifi

Ps&(+" C*s"s*t)

D&ns*t) $&lat*C& 25 ; a(& n"(C&a( a$$*CaB& +&

lT)m(ls*"n a( ant*&$

D*st*llat*"n ,$at*"nn)&

P"*nt + `)la*$ &n Cas&

l"s

Documents

Projet Dimensionnement Des Chaussées Final