12 PTE-RD-12- Pavaj Din Piatra Naturala Fasonata Sau Beton Prefabricat Final-2014

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PROCEDURĂ TEHNICĂ DEEXECUŢIE

EXECUTIA PAVAJELOR DIN PIATRANATURALA FASONATA SAU BETON

PREFABRICATCod: PTE-RD-12

Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. 1 din 1$

APROBAT

DIRECTOR GENERAL EMIL BARBAT

PROCEDURĂ TEHNICĂ DE EXECUŢIE


PREFABRICATCOD: PTE-RD-12

STANDARDE APLICABILE: SR EN ISO 91:2!" SR EN ISO 1#1:2$ %ISR OHSAS 18001 :2008

FuncţiaNume, prenume Semnătura

VERIFICAT/ELABORAT

RESPONSABIL MANAGEMENT INTEGRAT Ing. Laura Iacob

D&'& &()o*+),,&(.,/+),,: 01.12.201"-10.12.201"A0)',34': ocumentul de %a&' e(te proprietatea S) )*+PREST S. Reproducerea şi di%uareadocumentului (unt n exclu(ivitate dreptul (ociet'&ii. )opiile (unt numerotate şi &inute (u control.







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Funcţie, nume, prenume (i#emnătură






Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. " din 1$

-.2."-0", ed.02, rev.0116 SCOP SI DOMENIU DE APLICARE

Procedura (taile(te toate %aele ce treuie(c re(pectate (i re(pon(ailitatile pentru realiarea pava3elor din piatra naturala %a(onata (au pre%aricate din eton.Procedura (e aplica la executarea pava3elor din piatra naturala %a(onata, calupuri (au pre%aricate din

eton 4pi(coturi, dale pre%aricate5 in cadrul lucrarilor executate de catre per(onalul S) )*+PRESTS.

26 DOCUMENTE DE REFERINTA2.1. SR 6789/7$ - ;ucrari de drumuri. Pava3e din piatra naturala, pavele normale, anorme (i calupuri.2.2. ndicativ <E 0""/200$ - <ormativ pentru intretinerea (i repararea (trailor.2.". ) 79/=96 - <ormativ - Prevenirea (i remedierea de%ectiunilor imracamintii din pava3 de piatracioplita. <u (unt (i#ura daca e(te in re#ula

2.. ;e#ea 10/=7$ - )alitatea in con(tructii.2.$. <SP+ 87/79 - <orme (peci%ice de protectia muncii pentru exploatarea (i intretinereadrumurilor (i podurilor.2.6. <SS+ "1/76 - <orme (peci%ice pentru #o(podarire comunala (i (aluritate pulica.2.8. *rdonanta de ur#enta 17$/200$ privind protectia mediului.2.9. STS 11"7/98 - >orduri de eton2.7. STS 600/9 - Straturi de aa (i de %undatie. )onditii te?nice #enerala de calitate.2.10. SR 668/2001 - #re#ate naturale (i piatra prelucrata pentru lucrari de drumuri. )onditii te?nicede calitate.

76 TERMENI" DEFINITII SI PRESCURTARI7616 TERMENI SI DEFINITIIPre(curtarile, termenii utilia&i şi de%inirea ace(tora (unt n con%ormitate cu ++ @ S) )*+PRESTS.

Pentru o mai un' n&ele#ere a textului preentei proceduri (e re&in termenii: P,.o4&) - cilindrarea primului (trat de ni(ip pentru realiarea unei (upra%ete cAt mai plane (i un

#rad de compactare optim. D8 - orice (u(tanta, preparat (au orice oiect pe care detinatorul il arunca, are intentia (au

oli#atia de a-l aruncaB E3,, - evacuarea directa (au indirecta de (u(tante, viratii, caldura ori de #omot in aer,

apa, (au (ol.

7626 PRESCURTARISRD-Servcu! Re"ara# Dru$ur%EF- En##a#e Func#ona!e%SEF- SeF En##a#e Func#ona!a%PTE-Proce&ura Te'nca &e E(ecu#e%PCC- P!an &e con#ro! ca!#a#e%CTC- Con#ro! #e'nc &e ca!#a#e%RNAc/A"-Ra"or# &e necon)or$#a#e* ac#une corec#va "reven#ve.

#6 DESCRIEREA ACTIVITATII






Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. din 1$

1. Operatii prepregatitoare, conditii preliminare

Trasarea lucrarilor

Tra(area (e e%ectueaa prin #ri3a executantului, materialiand pe teren punctele importante aletra(eului prin pic?eti.

Lucrari pregatitoare

nainte de inceperea lucrarilor (e executa urmatoarele %ae pre#atitoare:− a(i#urarea daca proiectul a %o(t (emnat (i aproat de catre in#inerB− veri%icarea calitatii materialelor ce urmeaa (a (e %olo(ea(ca la executia pava3elor: ni(ipul

pentru realiarea (u(tratului de ni(ip, piatra naturala %a(onata (au pre%aricatele din eton4pi(coturi5, ma(ticul itumino( pentru executarea colmatarii ro(turilor.

− veri%icarea utila3elor %olo(ite la executarea pava3elor:

1. autocamioane a(culante (i incarcatoare cu cupa pentru manipularea (i tran(portulmamaterialelor in depoite (i la locul de punere in operaB2. compactoare cu rulouri netede de 90 @ 120 C< pentru compactarea de%initiva a pava3uluiB". maiuri mecanice pentru a(earea calupurilorB. auto(tropitor de apa pentru tran(portul apei (i pentru udarea ni(ipului la umplerea

ro(turilorB$. di(poitive pentru executarea mecaniata a colmatarii ro(turilor cu ma(tic itumino(.

2. Executia Lucrarilor de Pavaje

Executia pava3elor e(te precedata de realiarea incadrarilor cu orduri. undatia ordurii (e varealia din eton de ciment ) 9/10 (au din mortar +100.

upa executarea incadrarilor (i veri%icarea %undatiei, (e a(terne un (trat de ni(ip #raunto( care(e niveleaa (i (e piloneaa, a3un#and la " cm dupa pilonare, apoi (e a(terne un al doilea (trat de ni(ipa%anat, in aceea(i #ro(ime, in care (e vor a(ea calupurile (au pi(coturile, %ixarea ace(tora realiandu-(e

prin aterea cu ciocanul. (earea calupurilor (e %ace cu cel putin 2 cm mai (u( decat cota %inala a pava3ului, a(t%el incat dupa atere (a a3un#a la cota %inala din proiect.

upa a(earea calupurilor (au pi(coturilor (e executa o prima atere cu maiul la u(cat, pentrure#ulariarea pro%ilului, veri%icandu-(e (upra%ata cu dreptarul (i (alonul, corectandu-(e dupa cadenivelarile con(tatate.

upa o prima atere cu maiul urmeaa impra(tierea unui (trat de ni(ip pe (upra%ata pava3ului,care (e (trope(te aundent cu apa (i, cu a3utorul unei perii, ni(ipul (e introduce in ro(turile dintrecalupuri, pana la umplerea ace(tora.

>aterea cu maiul mecanic de 2$ C# contriuie la inde(area pava3ului (i realiarea pro%ilului proiectat.

n continuare pava3ul (e cilindreaa cu a3utorul unui conpactor cu rulouri netede de 100 @ 120C<, pe (upra%ata pava3ului %iind a(ternut un nou (trat de ni(ip de 1 cm #ro(ime, executandu-(econcomitent o noua (tropire cu apa.

<ere#ularitatile con(tatate dupa ace(te operatii (e elimina prin de(%acerea locala a pava3ului,reviuindu-(e (i corectandu-(e dupa nece(itati #ro(imea (u(tratului de ni(ip.

;a %inal (e executa umplerea ro(turilor pava3ului, pentru impermeailiare, cu ma(tic itumino(.

)ompoitia ma(ticului itumino( e(te de "0-0D itum tip 90/120 (i 80-60D %iler de calcar,doa3ele (tailindu-(e prin (tudii de laorator.

mplerea ro(turilor cu ma(tic (e realieaa a(t%el :) (e curata ro(turile cu a3utorul unui di(poitiv cu aer comprimat (i (e (pala cu apa (u

pre(iune, pe adancime de " cm.






Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. $ din 1$

) dupa (vantare (e amor(eaa ro(turile cu emul(ie ituminoa(a 40,$ C# / mp5.) (e prepara ma(ticul itumino( (i (e toarna in ro(turi la 160 @ 190 F ).

) (e a(terne un (trat de ni(ip #raunto(.

3. Elemente geometrice

Gro(imea (u(tratului de ni(ip e(te cea din proiect. !eri%icarea #ro(imii (e %ace cu a3utorulunei ti3e metalice #radate cu care (e (trapun#e (tratul la %iecare 200 mp de (trat executat. Gro(imea(u(tratului de ni(ip e(te media ma(uratorilor otinute pe %iecare (ector de pava3.

;atimea (tratului de %undatie e(te cea prevauta in proiect. aterile limita la latime pot %i H$0mm. !eri%icarea latimii executate (e %ace in dreptul pro%ilelor tran(ver(ale ale proiectului.

Panta tran(ver(ala a (u(tratului de ni(ip e(te cea a imracamintii 4pava3ului5 prevaute in proiect, iar aaterile treuie (a (e incadree in acelea(i limite admi(iile pentru imracamintea (u care(e executa.

eclivitatile in pro%ilul lon#itudinal (unt con%orm cu cele ale proiectului cu denivelariadmi(iile (u dreptarul de "m, de maximum 9 mm.

Caracteristicile suprafetei pavajului

!eri%icarile denivelarilor (upra%etei pava3ului (e e%ectueaa cu a3utorul dreptarului de " mlun#ime (i treuie (a %ie a(t%el:

- in pro%il lon#itudinal, denivelarile maxime admi(iile (unt de 9 mm.- in pro%il tran(ver(al, denivelarile maxime admi(e ma(urate in dreptul pro%ilelor aratate in

proiect nu pot %i mai mari de 10 mm. aterile limita admi(e la pantele pro%ilului tran(ver(al (unt de H

mm / m.Ro(turile pava3elor vor avea latimea maxima de $ mm, cu aateri de H 1 mm.n caul unor denivelari mai mari decat cele admi(iile pentru (upra%ata pava3ului (e va %ace

corectura locala a (upra%etei pentru eliminarea denivelarilor (i incadrarea ace(tora in limiteleadmi(iile, prin corectarea dupa nece(itati a #ro(imii (u(tratului de ni(ip.

$6 PROTECTIA MEDIULUISe vor utilia (utante (i preparate periculoa(e numai in(otite de in(tructiuni de depoitare (i

%olo(ire, prevenind ri(curile pe care ace(tea, %olo(ite in activitatea ilnica, pot preenta pericol pentru(anatatea an#a3atilor. Se va anunta conducerea (ocietatii de iminenta unor de(carcari neprevaute (auaccidente.

Stocarea proviorie a de(eurilor de orice %el (e %ace numai pe ampla(amentele (pecialamena3ate con%orm in(tructiunilor de depoitare a de(euriloraproate de conducerea (ocietatii. <u (earunca (i nu (e depoiteaa pe (patiile veri, trotuare, maluri, in aliile raurilor de(euri de orice %el (inu (e introduc in ape (u(tante exploive.

Se vor re(pecta prevederile privind protectia atmo(%erei adoptand ma(uri te?nolo#ice adecvatede retinere (i neutraliare a poluantilor atmo(%erici, %olo(ind doar in(talatii a caror emi(ii (e incadreaain limiele admi(e de le#i(latia in vi#oare, ioland (i prote3and %onic orice (ur(e #eneratoare de #omot(i viratii ce depa(e(c nivelurile limita a #omotului amiental.

Se va urmari evitarea (cur#erilor produ(elor petroliere pe (ol. in caul aparitiei ace(tora, (e vaincerca remedierea pe loc a de%ectiunii care a #enerat (cur#erile (i (e va curata ona cu ni(ip (aurume#u(. Se va anunta in cel mai (curt timp (e%ul outo/utila3, care va lua ma(uri in con(ecinta.

6 MASURI DE SSM SI SUSalariatii vor purta ec?ipamentul de protectie acordat de (ocietate pentru activitatea pe care o

pre(teaa.







)onducatorii locurilor de munca nu vor permite de(%a(urarea nici unei activitati inainte de averi%ica dotarea (alariatilor cu ec?ipament individual de protectie (i a urmari utiliarea corecta a

ace(tuia.)aile de acce( de evacuare (i interventie treuie (a %ie mentinute in permanenta, in orice

anotimp, practicaile (i curate.>locarea cailor de acce(, de evacuare (i de interventie cu materiale care reduc latimea (au

inaltimea lierea de circulatie (tailita ori care preinta opericol de incendiu (au exploie, precum (ie%ectuarea unor modi%icari la ace(rtea, prin care (e inrautate(te (ituatia initiala, (unt interi(e.

Pe(te (anturile (au (apaturile executate pe caile de acce(, de evacuare (i de interventie (e vor amena3a treceri 4podete5 ine con(olidate (au (e vor amena3a cai ocolitoare, (emnaliate core(punator.

)aile de acce(, de evacuare (i de interventie (e vor marca cu indicatoare de (ecuritate, a(t%elincat tra(eele ace(tora (a poata %i recuno(cute cu u(urinta, atat iua cat (i noaptea, de per(oanele care leutilieaa.

Se interice ie(irea (alariatilor din ona de lucru (emnaliata (pre partea pe care (e de(%a(oaracirculatia.

ncarcarea (i de(carcarea materialelor (e e%ectueaa a(t%el incat (alariatii (a nu depuna un e%%ortmai mare decat cel admi(iil.

*. RES+ONSA--A-*.1. Seu% de #antier Ra+"un&e &e "re!uarea )ron#u!u &e !ucru% Coor&onea,a organ,area + a+gurarea &e+)a+urar !ucrar!or% A+gura !a "unc#u! &e !ucru con&#!e "rea!ab!e nce"er + &eru!ar

e(ecu#e* "recu$ + #oa#e &ocu$en#e!e nece+are &ocu$en#a#a #e'nco -econo$ca n vgoare* "roce&ura #e'nca &e e(ecu#e* + "!anu! &e con#ro!ca!#a#e%

Ra+"un&e &e re+"ec#area "!ancar !ucrar con)or$ #er$ene!or angaa#e ncon#rac#e + &e rea!,area !a nve!u! &e ca!#a#e ceru# n &ocu$en#a#a &ee(ecu#e.

*.2. Re#p"n#a&i%u% !! E)ec#uea,a con#roa!e!e "!anca#e "e !ucrare con)or$ PCC% Conr$a ca!#a#ea !ucrar!or n nreg+#rar e$+e 0PV &e con#ro!* PV &e

rece"#e ca!#a#va ce +e co$"!e#ea,a + "en#ru !ucrar a+cun+e1% E$#e* #ne +ub con#ro!* + conr$a nc'&erea RNAc/A" con)or$"reve&er!or "roce&ur &e Ac#un corec#ve/ "reven#ve%

Verca !a #er$narea !ucrar nreg+#rar!e &e ca!#a#e e$+e + "ar#c"a !aac#v#a#!e &e rece"#e.

*.. Seu% punctu%ui de %ucru A+gura ac#v#a#ea &e "re!uare a )ron#u!u &e !ucru% 2r$are+#e + a+gura !vrarea &n &e"o,#e a #u#uror $a#era!e!or nece+are !a

"unc#u! &e !ucru* cu ac#e &e ca!#a#e core+"un,a#oare. Co$unca +e)u!u &e+ervcu +au re+"on+ab!u! CTC &e #oa#e neregu!!e ce a"ar n "roce+u!

#e'no!ogc% A+gura n+u+rea + re+"ec#area &ocu$en#a#e #e'nco-econo$ce

a"!cab!e* a PTE + a PCC "e !ucrare%







A+gura e(ecu#a !ucrar cu "er+ona! $unc#or ca!ca# + n+#ru#* cu u#!ae"reva,u#e n &ocu$en#a#a &e e(ecu#e%

Ra+"un&e &e a+gurarea #u#uror con&#!or + re+"ec#area "reve&er!or!ega!e "rvn& "ro#ec#a $unc + S2%

Ra+"un&e &e rea!,area !ucrar!or + vercarea ca!#a# ace+#ora.Convoaca)ac#or $"!ca# con)or$ "unc#e!or &e con#ro! +#ab!#e n PCC "e !ucrare"en#ru e)ec#uarea con#roa!e!or* n+"ec#!or + vercar!or "reva,u#e%

A+gura re,o!varea ac#un!or corec#ve e$+e ca ur$are a au&#ur!or n#erne+au e(#erne%

A+gura re,o!varea RNAc/A" con)or$ +o!u#!or +#ab!#e% A+gura co$"!ec#area "e "arcur+u! e(ecu#e "ana !a rece"#e a #u#uror

nreg+#rar care a#e+#a ca!#a#ea !ucrar!or%

A+gura con&#!e + "ar#c"a !a rece"#a !ucrar!or #er$na#e.

*.. a&"rat"ru% rutier Ra+"un&e &e "re!evarea "robe!or "en#ru ncercar + vercar* n#oc$rea

corec#a a nreg+#rar!or &e ca!#a#e n &ocu$en#e!e 0)or$u!are!e1 #",a#e &e!abora#or* a nreg+#rar!or $"u+e &e cae#e!e &e +arcn* a#a# nan#e 0 3a"ror 3 1 ca# + "e "arcur+u! e(ecu#e !ucrar!or* "recu$ + &e "re,en#areaace+#ora n #$" u#! + o"era#v ce!or $"!ca#.

*.3. Serviciu% -ntretinere Reparatii +arc Aut" Ra+"un&e &e a+gurarea + buna )unc#onare a u#!ae!or &e+#na#e +

e(+#en#e !a "unc#u! &e !ucru 0bu!&o,ere* e(cava#oare* au#ogre&ere*co$"ac#oare* e#c.1 a)eren#e e(ecu#ar !ucrar!or &e "avae.

!6 INREGISTRARI SI ANEXE9.1. P! de receptie calitativaB9.2. P! de receptie la terminarea lucrarilorB9.". i(poitii de (antierIIB9.. )erti%icate de calitate emi(e de %urniorii de material/ eclaratiiB9.$. Raport de necon%ormitate, actiune corectiva/preventiveB9.6. Proce( veral de tra(are a lucrarilor deIIII..

N)6/)'6

4);,')&)& S8(o)'8. Co3(.'&<+Lo/8. d(+')&)

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16 P! de receptie calitativaormular -R-06

SE SR 2 ani

26P! de receptie la terminarealucrarilor

ormular -R-0$

SE SR 2 ani

76 i(poitii/n(tructiuni de (antier ormular

tipiatSE SR 2 ani

#6)erti%icate de calitate emi(e de

%urniorii de material/ eclaratii

ormular

tipiat

Producator SR 2 ani

$6Raport de necon%ormitate, actiunecorectiva/preventia

ormular FI-4.5.6-

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ormular -R-01

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999999999999999999999999999999999999999999999999999999999999999999 999999999999999999999999999999999999999999999999999999999999999999 999999999999999999999999999999999999999999999999999999999999999999 999999999999999999999999 >. Co$+a &e rece"#e reco$an&a ur$a#oare!e

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Nr.crt

!"mi#ia de receptie Specia%i#t

+re#edinte:;em&rii:






Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. 1" din 1$

Ane4a F"rmu%ar F)R5)0

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din data de______________

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ur$a#oare!e:

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Ane4a F"rmu%ar F)R5)01

INVESTITOR 999999999999999999999999999 OBIECT2L 999999999999999999999999999E:EC2TANT 999999999999999999999999999 CONS2LTANT 9999999999999999999999999

+RO!ES 'ERA 5E RASARE A 9!RAR-OR 5E 9999999999999999999999999999999999999999999999999999999999

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Nr. _____ / ___________________

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n&ca#v 999999/99999999 +/+au n ba,a D+"o,#e &e San#er Nr. 999999/99999999999999999.

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borna 8 9999 borna 6 9999 borna ; 9999 borna < 9999

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0a(a1 9999999999999999999999999 9999999999999 9999999999999

6. A!#e $en#un 999999999999999999999999999999999999999999999999999999999999999999999999999999999999

9999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999

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9

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Exemplar nr.Ed./Rev.: 01/01Înlocuieşte: PTE-SR-12, E.01, RE!.00ata: 01.12.201"Pa#. 1$ din 1$

E:EC2TANT 9999999999999999999999 99999999999999

999999999999

E(ecu#a# #ra+area 9999999999999999999999 99999999999999

999999999999

Verca# 9999999999999999999999 99999999999999

999999999999

VIAT TRASAREACONS2LTANT / DIRIGINTE DE SANTIER

999999999999999999999 999999999999999 999999999999

BENEFICIAR ESTE CA2L / N2 ESTE CA2L 999999999999999999999 999999999999999

999999999999

PROIECTANT ESTE CA2L / N2 ESTE CA2L 999999999999999999999 9999999999999999

999999999999

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12 PTE-RD-12- Pavaj Din Piatra Naturala Fasonata Sau Beton Prefabricat Final-2014