Caiet de Sarcini Agregate Naturale Stabilizate Cu DOROPORT in Statii Fixe Pizzarotti

8/11/2019 Caiet de Sarcini Agregate Naturale Stabilizate Cu DOROPORT in Statii Fixe Pizzarotti

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CAIETE DE SARCINI GENERALE COMUNELUCRRILOR DE DRUMURI

STRAT RUTIER DIN AGREGATE NATURALESTABILIZATE CU LIANI HIDRAULICI RUTIERI

DE TIP DOROPORT PRIN TEHNOLOGIA DE

OBINERE A AMESTECULUI N CENTRALE DEBETOANE

Nr. 9

SC IPTANA-SA

Mai 201

1


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CAIET DE SARCINI GENERALE

STRAT RUTIER DIN AGREGATE NATURALESTABILIZATE CU LIANI HIDRAULICI RUTIERI DE TIP

DOROPORT

C U P R I N S

pag.

GENERALITI 4

ART. 1. OBIECT I DOMENIU DE APLICARE 4ART. 2. PREVEDERI GENERALE 5

CAP.I. NATURA I CALITATEA MATERIALELOR FOLOSITE 7

ART. . LIANT !IDRAULIC RUTIER TIP DOROPORT 7ART. 4. AGREGATE 1"ART. 5. AP# ADITIVI 14ART. $. MATERIALE DE PROTECIE 14ART. 7. CONTROLUL CALITII MATERIALELOR %NAINTE

DE PREPARAREA AMESTECULUI STABILI&AT 15

CAP.II. STABILIREA COMPO&IIEI AMESTECULUI DIN AGREGATE NATURALE STABILI&ATE CU LIANI !IDRAULICI RUTIERI DE TIP DOROPORT 1$

ART. '. %NCERCRI PRELIMINARE 1$ART. (. COMPO&IIA AMESTECULUI 1$

CAP.III. PREPARAREA AMESTECULUI DIN AGREGATE NATURALE STABILI&ATE CU LIANI !IDRAULICI RUTIERI DE TIP DOROPORT 2"

ART.1". STAIA DE PREPARARE 2"ART.11. E)PERIMENTAREA PREPARRII AMESTECULUI 21ART.12. PREPARAREA PROPRIU*&IS A AMESTECULUI 22ART.1. CONTROLUL CALITII AMESTECULUI PREPARAT 22

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pag.

CAP.IV. PUNEREA %N OPER A AMESTECULUI DIN AGREGATE NATURALE STABILI&ATE CU LIANI !IDRAULICI RUTIERI DE TIP DOROPORT 24

ART.14. TRANSPORTUL AMESTECULUI 24ART.15. LUCRRI PREGTITOARE 24ART.1$. E)PERIMENTAREA PUNERII %N OPER A

AMESTECULUI 24ART.17. PUNEREA %N OPER A AMESTECULUI 25

17.1. A+,-/--a +0 /0-a-a 2517.2. C3pa,a-a 2717.. M680 p-/,8 3/90:00 -,-333g0- /-;a3a


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ART. 1. OBIECT !I DOMENIU DE APLICARE

1.1. P->-/,8 a0-, 9- a0/0 3/:0/- p-0;0a:00- ,-?/0- p00/9 -@-8:0a

,a,803 8,0-- 90/ ag-ga,- /a,8a- ,aa,- 8 0a/:0 ?09a800 8,0-0 9- ,0pD33p3, +0 3/90:00- ,-?/0- p-6>8,- / STAS 1"471*'7# a- ,-


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* 9880- 9- aa ,-?/06 IIIV 8


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2.. A/,-p-/38 -,- 3a,30- +0 ,-?/33g0-

3-p8/>6,3a- p-/,8 -p-,a-a ,0,6 a p--9-03 p->-/,880 a0-, 9- a0/0.

2.4. A/,-p-/38 a a0g8a p0/ a-/,8 a0-, 9- a0/0.

2.5. A/,-p-/38 -,- 3- a ---a I/g0/-880 -0;060

8p0-/,a- ;a:6 9- p--9-0- p->-/,880 a0-, 9- a0/0.

2.5. %/ a>8 / a- - 3 3/,a,a a-/,8 a0-, 9- a0/0

I/g0/-8 a 90p8/- /,-8p--a -@-8:0-0 8603 +0 8a-a 6803 - - 0p8/.

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C A P I T O L U L I

NATURA !I CALITATEA MATERIALELOR 3OLOSITE

ART. 4. LIANT HIDRAULIC RUTIER TIP DOROPORT.1. La ,aa-a ag-ga,-3

/a,8a- - a 8,00>a 8/8 90/ 86,3a-- ,0p80

9- 0a/:0 ?09a800 8,0-0# 3/;3 p--9-03 ,a/9a9880 SR EN 12'2 +0 a-

,-0,-/:a a 3p-08/-# / MPa

La 7 >0-La 2' >0-

D33p3, C0-/,D33p3, TB15 12#5 * 12#5 2#5D33p3, TB25 22#5 E 1" 22#5 42#5D33p3, TB5 2#5 E 1$ 2#5 52#5

.7. R->0,-/:a ,a/9a9 a 0a/,880 ?09a80 8,0- -,- ->0,-/:a a

3p-08/- 9-,-0/a,6 3/;3 EN 1($*1 a 2' >0-.

.'. R->0,-/:a a 3p-08/- a 0a/:03 ?09a800 8,0-0 ,-


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.1". Ep8-,-- ,-


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a ;0 8,00>a, a p-paa-a


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1STRATURI DE BA& p-/,8H,8,80 8,0-- /-0g09-#

pa,;3-# 380 9- paa-

AGREGATE DE BALASTIER#* /00p* p0-,0+*


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4.4. Ag-ga,-- /a,8a- ;330,- a -@-8:0a ,a,803 8,0-- ,aa,- 8 0a/:0

?09a800 8,0-0 9- ,0p D33p3, ,-0,- p-/,8 a - a0g8a33g-/0,a,-a +0 3/,a/,a a0,6:00 a-,3 a,-0a-. Ap30>03/a-a ag-ga,-3 a

,a:0a 9- -- 9- a6,3a-.

4.$. %/ ,0p8 ,a/p3,880 9- a ;8/0>3 a ,a:0a 9- 0,600# ag-ga,-- ,-


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Taa-S,a,80 9- 6 p-/,8 0,-- 8,0-- /-0g09-#pa,;3- +0 380 9- paa-# p-/,8 a--

,-?/0-

S,a,80 9- ;8/9a:0- p-/,80,-- 8,0-- /-0g09- +0 0g09-

3/309a-a 03 9-

,a:03/a-# a 03 9-/a9a- +0 a a3,a-/,-3I II III IV V

C3/90:00 9- a900


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1


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4.(. Ga/83>0,a,-a# / ,3a,- a>80-# ,-


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ART. 8. CONTROLUL CALITII MATERIALELOR NAINTE

DE PREPARAREA AMESTECULUI STABILIZAT

Ma,-0a-- 9-,0/a,- p-pa600 ,a,803 9- 6 +0 9- ;8/9a:00 90/ ag-ga,-

/a,8a- ,aa,- 8 0a/:0 ?09a800 8,0-0 9- ,0p D33p3, 8/, 8p8- a /-60p-00/a- +0 a 9-,-0/60 p-/,8 ,aa-a

a,-0a8809-,-0/a-

3/;3" 1 2 4

L0a/,?09a808,0- 9- ,0pD33p3, 8

E@a0/a-a 9a,-3 /0- /-,0;0a,8 9- a0,a,- a8-,0;0a,8 9- gaa/:0-

La ;0-a- 3, ap30>03/a,* *

C3/,a/,a 9- 38,a03/a,# 9a /8 a0p8:0/ 9- 3 9-,-0/a- a1"" ,# p- 3 p36 *

R->0,-/:- -a/0- a 2 7>0-

O p3 / a- *a9-p3>0,a, 3,8 ap30>03/a,

*SR EN1($*1

R->0,-/:- -a/0- a 2' >0- *P--a-a 9- 3/,a*p36 0/0 45 >0-p6,a,- / 8,00 -,a0- a8p8/g0 9- p30-,0-/6 0g0a,-

La ;0-a- 3, ap30>03/a,p30,a- a8 a8 0/,--/0,;a,30 9- a,-a-

O 9-,-0/a- a ;0-a- 3,

ap30>03/a, a8 a ;0-a-03> / a- *a 9-p3>0,a,3,8 ap30>03/a, p- 3p3 8 +0 K3

SR EN

1($*$

Ag-ga,- E@a0/a-a 9a,-3 /0- /-,0;0a,8 9- a0,a,- a8-,0;0a,8 9- gaa/:0-

La ;0-a- 3, ap30>03/a, * *

Ga/83>0,a,-a 3,803 O p303/a, +0 p-/,8;0-a- 86

* STAS 7"STAS 4$"$

E?0a-/,8 9- /00p O p303/a, p-/,8 ;0-a-3, +0 86

* STAS 7"

C3-;00-/, 9- /-8/0;30,a,- O p303/a, +0 p-/,8;0-a- 86

* STAS 7"

U090,a,-a * O p303/a, * *

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Ap6 C3p3>0:0a ?006 * O p30:0a a-,-880 9- 0a/, ?09a80 8,0- ,0p D33p3,# ap6 +0 ag-ga,-

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1#21#'

1#'#"

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* ag?-: P09

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1"

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7

TaaK 0a/,# / 90/

a/,0,a,-a 9- ag-ga,-

/a,8a-

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,a:03/a-# a 03 9- /a9a- +0 a

a3,a-/,-3

N00p "*4 21"Baa, "*25 2$

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D3>aK8 9- 0a/, - a ,a0,-/:-- a 3p-08/- a- ,a,880 9-


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0@,86 a;a,06 a,;- /, 6 ;0- a3p-0,- p- ,3a,6 8/g0-a +0 6:0-a

a-,3a# 0/0 5" 9- 3 pa,- +0 a,a a ;0800J

p- -,3a-- 8 ;080 3/g0,890/a- +0 ,a/-a- /-0/-a- +0 9--# - a

a+,-/- g-3g06 8 R, 5"5" N p- ,3a,6 6:0-a +0 8/g0-a ,a,880 90/ag-ga,- /a,8a- ,aa,- +0 ap30 - a a+,-/- ,a,8 9- 0@,86 a;a,06.

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C A P I T O L U L III

PREPARAREA AMESTECULUI DIN AGREGATE NATURALE

STABILIZATE CU LIANI HIDRAULICI RUTIERI DE TIP DOROPORT

ART. 10. STAIA DE PREPARARE

1".1. P-paa-a a-,-880 90/ ag-ga,- /a,8a-# 0a/:0 ?09a800 8,0-0 9- ,0p

D33p3, +0 ap6 - p3a,- -;-,8a / -/,a- 9- ,0p 3/,0/88 9- 93>a- +0 aa@a- a8

/ -/,a- 9- 6,3a- p-/,8 -a8a-a ap-3

p3-/0,- 90/ p-0p0,a:00J

80 8 0a/:0 ?09a800 8,0-0 9- ,0p D33p3, aa,- 3-p8/>6,3# a/9

apa0,a,-a 3-a,6 8 apa0,a,-a 9- p398:0- a ,a:0-0J

. 0/,aa:0- 9- p-paa-# 8 ->-3a- +0 93>a,3a- /


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1".5. A/,-p-/38 a p->-/,a 300-0 9- a,-,a- a ,a:0-0 9- p-paa- a

a-,-880 0,a -gaK-3 a- ,-8,- a a,. (# 300a 3/,3/9 9a6 *a8 ;68, a-,- -g60# /

p-0aH * -,a3/a-a /,a-3J

* -0;0a-a 93>a,3a-3 38-,0-J

* ;8/:03/a-a -;0a- a 90--3 90p3>0,0- 9- 38a pa-:03 aa@3a-3.

T3a,- a-,- -0;060 - 3 ;a- /a0/,- 9- p-paa-a a-,-880.

ART. 11. E;PERIMENTAREA PREPARRII AMESTECULUI

11.1. %/a0/,- 9- /-p--a 8603# A/,-p-/38 -,- 3


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ART. 12. PREPARAREA PROPRIU-ZIS A AMESTECULUI

12.1. E,- 0/,->06 p-paa-a a-,-880 / 0/,aa:00- a- /8 a0g86

/a9a-a / a8,- a p,. 1".4. a8 a a- 90p3>0,0-- 9- 93>a-# 8

a- 8/, -?0pa,-# 8/, 9-;-,-.A/,-p-/38 6p8/9- p-a/-/, 9- 0,0-3 9-

93>a-# -0;0/98*- 30 9- ,- 30 -,- /--a# 9a - p8:0/ 3 9a,6 p- 6p,6/6.

12.2. Ca/,0,a,-a 9- ap6 /--a6 a-,-880 - a 3-,a / ;8/:0- 9-

8090,a,-a /a,8a6 a ag-ga,-3# a,;- /, a p8/--a / 3p-6 6 ;0- a0g8a,6

8090,a,-a 3p,06 9- 3pa,a- ,aa-a a-,-880.

12.5. A-,-8 9- ag-ga,- /a,8a-# 0a/:0 ?09a800 8,0-0 9- ,0p D33p3, +0

ap6 - 0/,398- / 0,-/:a a 3p-08/- - 3 ;a- / 3/;30,a,- 8 ,a


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* aa,-0,00 a- a-,-880 p-paa,H

8090,6:0H * a ,a:0a 9- p-paa-J

* a 38 9- p8/-- / 3p-6J

9-/0,a,-a ,a,880 3pa,a,J * 3/;-:03/a-a -p8-,-3 9- a-,- +0 9-,-0/a-a aa,-0,003 ;0>03*

-a/0- ->0,-/:- a 3p-08/- +0 9-/0,a,-# a- 3 ;0 /0- /

-09-/:-.

Ta


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C A P I T O L U L I

PUNEREA N OPER A AMESTECULUI DIN AGREGATE NATURALE

STABILIZATE CU LIANI HIDRAULICI RUTIERI DE TIP DOROPORT

ART. 1. TRANSPORTUL AMESTECULUI

14.1. A-,-8 90/ ag-ga,- /a,8a-# 0a/:0 ?09a800 8,0-0 9- ,0p D33p3, +0

ap6 - ,a/p3,6 a 38 9- p8/-- / 3p-6 8 a8,3


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a+,-/-- a a-,-880# 3/90:00- 9- 3pa,a- +0 0/,-/0,a,-a 9- 3pa,a-

/--a6.

T3a,- 9a,-- 3 ;0 8p8- ap3- 86,3a-3 38,6 / p30-, p-/,8 ;0-a- ,a,# / 30a- p8/, a

a-,80aJ

* 36,3a-.

17.1.2. A+,-/--a +0 /0-a-a ag-ga,-3 /a,8a- ,aa,- 8 0a/:0 ?09a800

8,0-0 9- ,0p D33p3, - ;a- 8 a8,3g-9-8 a8 8 -pa,0>a,3a- -a/0- 8

0a,3a-3 -a/0-# - -pa,0>-a>6 p- K86,a,- a8 p- /,-aga a- a

6:000 p-6>8,6 / p30-,# / ;8/:0- 9- ,-?/33g0a 9- -@-8:0- a93p,a,6 +0 9- /a,8a

8603 a/;360 a8 0,-- 8,0-- /30.

17.1.. A+,-/--a - ;a- 9- -g86 /,*8/ 0/g8 ,a,.

%/ a>8 ;8/9a:003# p-6>8,- 8 g300 a0 a0 9- 22 +0 p30-,a,- a ;0-a0>a,- 90/ 9386 a8 a0 8,- ,a,80# a+,-/--a - a ;a- 3/;3 p--9-03

p30-,880.

G30-a a@06 9- a+,-/-- - ,a


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;8/9a:0-. Mag0/-a ,a,880 a+,-/8, a/,-03 ,-8

/0-600 8 a8,3g-9-8 a8 - 3 p8/- a 3,6 3/g0/-- +0 g?09aK-- p-/,8

;0/03a-- 8 papa,30 --,3/00.

18.2. COMPACTAREA

17.2.1. C3pa,a-a 9- p3-/:a

I/g0/-880# -;-,8/9 3/,38 3pa,600 p0/ /-60 9- a


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E?0pa-/,8 9- 3pa,a- ,a


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I/,-/0,a,-a 9- 3pa,a- p-/,8 8/ 8,0aK -,- ap3,8 XS 8/9- ZX -,-

388 p8 / 3p-6 /,*3 a/80,6 8/0,a,- 9- ,0p 36# >0# ?00,0 a- 6 /-g0,->- 9a,-- p-/,8 -,0a-a 80 ZS.

17.2.5. Oa. A-a,6 3/90:0- p3a,- 6 3/986 a /--0,a,-a

/3p3600 / a-,- a 8/80 /,>0-,3 9- p0>6# / p-0a p- ,0p 6983.

F330-a 8/80 /,>0-,3 9- p0>6 -,- -3a/9a, p-/,8 a p-0,- -@-8:0a 3-,6 a

3,803 3/g0,890/a-.

17.2.$. Mag0/0- ,a,803 90/ ag-ga,- /a,8a- ,aa,- 8 0a/:0 ?09a800

8,0-0 9- ,0p D33p3, ,-


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17..4. Ta/p3,8 a-,-880 9- ag-ga,- - ;a- 8 0K3a- ap09-# 0>3a,-

3/,a ;0g880# +0 - 3 - -0,a 90,a/:-- a0 9- ,a/p3, +0 ,a:03/60- p- ,a-8.

17..5. D8p6 -@-8:0a ,a,880 90/ ag-ga,- /a,8a- ,aa,-# 8pa;a:a

a-,80a - p3,-K-a>6 0-90a,# p0/ a3p-0- 8 p-a,6 a8 8 3g3K0/0# a,;- /, 6- a0g8- 9-a8pa ,a,880 ,8/a, 8/ ,a, 9- a- ,a:03/a# /--/,0a,# 9- ...$

g30-# 8 3 ,-p-a,86 a 8pa;a:6# 9- 0/08 5[C# ,0p 9- 7 >0-.

17..$. La ,-p-a,80 a0 a0 9- 53C# 8pa;a:a ,a,880 90/ ag-ga,-

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Ta0,-/:-0 a

3p-08/- p- p30-a 2' >0-

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C A P I T O L U L

CONDIII TEHNICE. REGULI !I METODE DE ERI3ICARE

ART. 20. ELEMENTE GEOMETRICE2".1. G300- ,a,803 90/ ag-ga,- /a,8a- ,aa,- 8 0a/:0 ?09a800

8,0-0 9- ,0p D33p3, 8/, -- p-6>8,- / p30-,.

A6 p0/ 686,30 90-,-#

a ag0/0- 03 -@-8,a,-# a ;0-a- 2"" .

G30-a ,a,880 -,- -90a 686,303 3-/,a,

--p:0-0.

2".2. L6:00- ,a,803 90/ ag-ga,- /a,8a- ,aa,- 8 0a/:0 ?09a800

8,0-0 9- ,0p D33p3, 8/, -- p-6>8,- / p30-,.

A


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0/. 1"" / - p8:0/ (5 90/ /868 p8/,-3 9- 68a- +0 0/. (' /

- 8, 5 90/ p8/,-- 68a,- a a8,3,6>0 +0/ ,3a,- p8/,-- 9- 68a-

p-/,8 9880- 9- aa ,-?/06 II +0 IIIJ

0/. (' / - p8:0/ (5 90/ /868 p8/,-3 9- 68a- +0 9- 0/. (5 /,3a,- p8/,-- 9- 68a- p-/,8 9880- 9- aa ,-?/06 IV# V# pa,;3-#

380 9- paa-# 3/30960 0 9- ,a:03/a-# 0 9- /a9a- +0

a3,a-/,-.

21.2. Caa,-0,00- 9- 3pa,a- 9-/0,a,-a / ,a- 8a,6 a@06 +0

8090,a,-a 3p,06 9- 3pa,a- a- ,a,803 9- 6 +0 9- ;8/9a:0- - 9-,-0/6

p0/ /-a-a P3,3 390;0a,6 3/;3 STAS 1(11 +0 8/, 3-p8/>6,3a-

93-/0880 8-9 a 86 8 aK8,38 a,-0 9- #""

8/g0-# a,;-H

a %/ p3;0 3/g0,890/a# 686,30- - -;-,8-a>6 / a@8 ;0-6-0 0 9-

08a:0-# ,3-a/:a a906 a 9-/0-60 ;00/9 9- * 1" .

6 / 9-p,8 p3;0-3 p->-/,a,- /

p30-,# ,3-a/:a a906 a 9-/0-60 ;00/9 9- * ( .

C A P I T O L U L I

RECEPIA LUCRRILOR


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ART. 24. RECEPIA PE 3AZA DETERMINANT

R--p:0a p- ;a>a 9-,-0/a/,6 ,a6 3/;3

R-g8a-/,880 p00/9 3/,38 9- ,a, a a0,6:00 / 3/,8:00# ap3-- 9- -@-8:0-

9-,-0/a/,-# -a


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R--p:0a ;0/a6 - a ;a- 3/;3 p--9-03 R-g8a-/,880 ap3


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ANE)

CAIET DE SARCINI GENERALESTRAT RUTIER DIN AGREGATE NATURALE STABILI&ATE CU LIANI

!IDRAULICI RUTIERI DE TIP DOROPORT

REFERINE NORMATIVE

I. ACTE NORMATIE

L-g-a 1" * L-g-a a0,a,00 8a03

O90/8 MT /. 41((' * N3- p00/9 /a9a-a / a,-g300 a98803 9- 0/,-- /a:03/a.

O90/8 MT /. 451((' * N3- ,-?/0- p00/9 p30-,a-a# 3/,80-a+0 39-/0>a-a 98803.

O90/8 MT /. 4$1((' * N3- ,-?/0- p00/9 ,a


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OUG 1(52""5 * P3,-,0a -90880

II. NORMATIE TEHNICE

C 54*'1 * I/,8:08/0 ,-?/0- p-/,8 /-a-a


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STAS 1".471*'$ * L860 9- 9880. S,a,80 90/ ag-ga,-/a,8a- a8 p6/, ,aa,- 8 0-/,.C3/90:00 ,-?/0- g-/-a- 9- a0,a,-.

STAS 1".472*'$ * L860 9- 9880. S,a,80 8,0-- 90/ ag-ga,-/a,8a- a8 p6/,80# ,aa,- 8 0a/:0?09a800 a8 p8>>3a/00. M-,39- 9-9-,-0/a- +0 /-a-.

I. DOCUMENTE DE RE3ERIN

D-,a00 9- -@-8:0- 90/ p30-,Sp-0;0a:00 ,-?/0-

Ag--/, T-?/0 ""4*"711"*2""(. L0a/:0 ?09a800 8,0-0 9- ,0p D33p3,.

Ag--/,8 ,-a, a 9a,a p30-,a00 0 a -@-8,0-0 8a00.

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Caiet de Sarcini Agregate Naturale Stabilizate Cu DOROPORT in Statii Fixe Pizzarotti

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