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32926 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ΔΕΥΤΕΡΟ) 2009-12-23 ICS: 93.080.20 Ǽȁȅȉ ȉȆ 1501-05-03-17-00:2009 ǼȁȁǾȃǿȀǾ ȉǼȋȃǿȀǾ ȆȇȅǻǿǹīȇǹĭǾ HELLENIC ȉǼCHNICAL SPECIFICATION ȈIJȡȫıİȚȢ ȠįȠıIJȡȫȝĮIJȠȢ Įʌȩ IJıȚȝİȞIJȩįİIJȠ ĮȞĮțȣțȜȦȝȑȞȠ ȝȓȖȝĮ ijȡİȗĮȡȚıȝȑȞȦȞ ĮıijĮȜIJȚțȫȞ țĮȚ ȣʌȠțİȓȝİȞȦȞ ıIJȡȫıİȦȞ ȠįȠıIJȡȦıȓĮȢ Road pavement layers with cement bound recycled materials resulting from asphalt concrete and underlying layers milling ȀȜȐıȘ IJȚȝȠȜȩȖȘıȘȢ: 22 © Ǽȁȅȉ ǼȁȁǾȃǿȀȅȈ ȅȇīǹȃǿȈȂȅȈ ȉȊȆȅȆȅǿǾȈǾȈ ǹ.Ǽ. ǹȋǹȇȃȍȃ 313, 111 45 ǹĬǾȃǹ

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Page 1: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32926 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

2009-12-23 ICS: 93.080.20

1501-05-03-17-00:2009

HELLENIC CHNICALSPECIFICATION

Road pavement layers with cement bound recycled materials resulting from asphalt concrete and underlying layers milling

: 22

© . . 313, 111 45

Page 2: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32927

1501-05-03-17-00:2009

2009

. , ,

, , .

. . 313, 111 45

H T 1501-05-03-17-00 «

»

( ) ( )

2 (2 ) ( ).

T 1501-05-03-17-00, 99 « »,

( ).

1501-05-03-17-00 23 2009 99

.

Page 3: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32928 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

3

........................................................................................................................................................... 4

1 ........................................................................................................................................ 5

2 ........................................................................................................... 5

3 ............................................................................................................................... 7

4 ...................................................................................................................... 8

4.1 .......................................................................................................................... 8

4.2 .......................................................................................................... 9

4.3 ........................................................................................................................................... 11

4.4 .................................................................................................................................................. 11

4.5 ............................................................................................................................ 11

5. ......................................................................................................................... 11

5.1 ............................................................................................................................................... 11

5.2 ................................................................................................ 11

5.3 ................................................................................ 12

5.4 .................................................................................................... 12

5.5 .......................................................................................................................... 13

6 ......................................................................................................... 14

6.1 ..................................................................................... 14

6.2 ................................................................................................................. 16

6.3 ......................................................................................................................... 20

6.4 ......................................................................................... 20

7 ........................................................................................................ 20

7.1 ......................................................................................................... 20

7.2 ............................................................................................. 21

7.3 ................................................................................................ 21

7.4 ......................................................................................................................... 22

7.5 .................................................................................................... 24

8 ................................. 25

9 ...................................................................................................................... 25

................................................................................................................................................... 27

Page 4: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32929

1501-05-03-17-00:2009 ©

4

. . .

,

.

( – )

.

Page 5: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32930 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

5

1

, ( )

.

, , ,

, . 200 mm,

350 mm.

, .

, .

2

, , , .

.,

, . .

197-1 Cement - Part 1: Composition, specifications and conformity criteria for common cements -- . 1: ,

.

197-2 Cement - Part 2 : Conformity evaluation -- - 2 :

1008 Mixing water for concrete - Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete --

- ,,

.

934-2 Admixtures for concrete, mortar and grout - Concrete admixtures- Part 2: Definitions, requirements, conformity, marking and labelling --

, - 2 : - , ,

934-6 Admixtures for concrete, mortar and grout - Part 6 : Sampling, conformity control and evaluation of conformity --

Page 6: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32931

1501-05-03-17-00:2009 ©

6

- 6 : ,

EN 13286-2 Unbound and Hydraulically bound mixtures - Part 2: Test methods for laboratory reference density and moisture content - Proctor compaction. – M –

2: –

Proctor.

EN 13286-4 Unbound and hydraulically bound mixtures - Part 4: Test methods for laboratory reference density and water content - Vibrating hammer --

- 4:

-

EN 13286-41 Unbound and hydraulically bound mixtures - Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures --

- 41:

13286-45 Unbound and hydraulically bound mixtures - Part 45: Test method for the determination of the workability period of hydraulically bound mixtures. –

– 45: M

.

EN 13286.51 Unbound and hydraulically bound mixtures - Part 51 : Methods for making test specimens by vibrating hammer compaction –

- 51:

933-1 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method --

- 1: - .

933-2 Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures.

. 2: – ,

933-8 Test for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test -- 8: ( ) –

EN 12504-1 Testing concrete in structures - Part 1: Cored specimens - Taking, examining and testing in compression -- - 1 : - ,

13036-7 Road and airfield surface characteristics - Test methods - Part 7: Irregularity measurement of pavement courses : the straightedge test --

- - 7: ( ) :

1097-2 Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation --

Page 7: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32932 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

7

- 2:

CEN ISO/TS 17892-1 Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content -- -

- 1 :

BS 1377-3

3

:

3.1

, ,:

, ( )) )

,

3.2

, :

, . ,

, , ,,

, ,

.

.

( ).

.

.

3.3

( )

( , , ), , . , , . ,

.

3.4

( ) .

Page 8: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32933

1501-05-03-17-00:2009 ©

8

3.5

, ,

.

3.6

. ,

.

3.7

, , ,

.

4

4.1

.

( ) (

).

, , .

, , . , ,

.

.

,

ASTM C 289. Sc Rc , :

Sc > Rc, Rc 70

Sc > 35+0.5 Rc, Rc < 70

80 mm .

1, ( . . 1). ,

.

, 4 mm, 20 %, 63 m 25 %. O

10. ’ ,.

Page 9: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32934 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

9

1 -

80 100

63 84

40 58

31,5 51

20 41 100

16 38 94

10 31 81

8 29 76

4 22 62

2 18 50

1 14 41

0,5 11 32

0,25 8 26

0,125 5 23

0,063 2 20

(mm)

(%)

. ,

AAS TO T-194, 1 % . , , SO3. S 1377-3t 3,

1 % .

, 105-86/6 ( ), PI 15% , , LL 35%.

, . .

4.2

( ), .

, , .

, ,, .

Page 10: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32935

15

01

-05

-03

-17

-00

:20

09

©

10

0

10

20

30

40

50

60

70

80

90

10

0

%

0

%

10

20

30

40

50

60

70

80

90

10

0

mm

0.063

0.125

0.250

0.500

1.0

2.0

4.0

8.0

10.0

16.0

31.5

40.0

63.0

80.0

20.0

1 -

Page 11: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32936 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

11

4.3

197-1 197-2 () 32.5 .

( R), , ( . . ).

SO3 ,

BS 1377-3, 0,5 %, 244/1980 ( ).

2 . , 30°C,

1 . .

4.4

1008.

4.5

. 30°C,

. , .

, , .

934-2 934-6.

5

5.1

:

" "

7

.

5.2

,,

.

3 % .

, , ,

. 7 ’ 7 Pa 10 Pa.

Page 12: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32937

1501-05-03-17-00:2009 ©

12

, 14 , 5 , 7 80 %

(14 ). .

Proctor 13286-2 13286-4 ( ).

.

.

13286-45, 12:00 15:00.

( . .) :

180 min

240 min

300 min

, . ,

CBR 97 % ( ),

CBR ( 105-86/12, ) , 70 %.

5.3

, ,

. , , ,

, 7 .

5.4

, ., , .

,. ’ .

., ,

:

, 933-1.

, 105-86/5 105-86/6 ( ).

BS 1377-3.

, AASHTO T-194.

Page 13: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32938 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

13

, CEN ISO/TS 17892-1.

, EN 13286-2 ( Proctor) 13286-4 ( ).

, .

2,

.

2 -

( - EN 933-2)

% . . 0

%

4 mm 10

* % 5

* Proctor ( EN 13286.02) ( 13286-4)

2.

,

.

, , .

5.5

.. :

.

, , m

2

,

, 12:00 15:00.

, 3 CBR

Proctor, EN 13286-2. ,

Page 14: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32939

1501-05-03-17-00:2009 ©

14

,.

, .

7 EN 13286.41. , EN 13286.51.

,, ,

.

3

3 -

'

EN 933-2

%

0

> 4 mm ±12

4 mm 10

0.063 mm (

)±2.0

* ±5.0

* Proctor ( EN 13286-2) ( EN 13286-4)

6

6.1

6.1.1

:

' ,.

, . ,

Page 15: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32940 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

15

, 50 mm.

, 2,00 m.

, ,

, :

: ± 0.3 %

: ± 0.3 %

.

.

, .

. ' , ( . . ,, . . .),

, .

, . 10 cm,

, 10 cm .

,

.

, ,

. - , ,

.

, .

,, .

6.1.2

, .

..

300 N/cm, ' 15 t

. 35 t, 5,0 t 0.8 M a.

Page 16: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32941

1501-05-03-17-00:2009 ©

16

. , ,

, .

, .

200 mm

.

6.1.3

, ,

2/3 ( )

.

, ( . . ) " "

1/3 ,

6.1.4

, (grader).

.

6.2

6.2.1

:

,,

.

, .

, ,

.

6.2.2

, .

,,

. , ,

/.

,3 , ,

( , . .).

Page 17: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32942 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

17

,

. , , , .

6.2.3 ,

, , .

.

, . , '

. , .

, , .

,

100 . 10 m/s ,, .

, . , ,

,. ,

.

.

.

6.2.4

,.

, .

, , 3.

, .

(1) .

, ,,

.

,

15 - 30cm, . .

.

Page 18: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32943

1501-05-03-17-00:2009 ©

18

,

. ,

, .

, ,

.

6.2.5

,

:

,

.

,

,

.

,

.

6.2.6

, ,

.

.

,

,

. , 3,0 4,0 m.

6.2.7

,

. 1/2 .

,

, ,

, 15 cm

.

, .

.

.

, , .

,

. ,

, .

,

, .

,

,

.

Page 19: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32944 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

19

6.2.8

.

, , ’

. .

,

:

15 - 30 cm, . .

, .

.

,

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6.2.9

,, ’

, . ,

, , .

, , (grader) , .

. .

, .

.

, ,.

6.2.10

() ,

. ,,

55 % 400 g/m

2. 0/5 mm

10 kg/m2, 0.063 mm 15% . .

Page 20: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32945

1501-05-03-17-00:2009 ©

20

, .

,

.

,. 3

7 .

.

CBR ( )

70 % .

40 mm.

6.3

, , , ,

. ,

, . ,

, , , ,, , CBR (

),.

, 200 m

100 m. ,

.

6.4

:

, , 35°C.

5°C.

.

,.

7

7.1

:

15 .

( ).

Page 21: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32946 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

21

15 . , ,

.

10 .

7.2

:

10 106-86/2 , ,

§ 9.5 10.5 106-86/2 ( ).

. 18 , § 9.3 10.3. 106-86/2

. 10 ( EN 12504-1)

, ’ 7,0 m 50 cm , :

-

- . 3 : ,

. 3%

-

:

, ( ASTM D 2922 ASTM D 3017),

3 CBR

, , , ,

.

7.3

:

( , , )

.

Page 22: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ) 32947

1501-05-03-17-00:2009 ©

22

7.3.1

, 933-1, 2 3 .

7.3.2

, 106-86/2 ( . ), 5 , 97%,

95% ( 13286-2 13286-4). 12

.

( ASTM D 2922 ASTM D 3017), , .

.

7.3.3

, 6 EN 13286.41, 7 Pa,

6 4.5 MPa.

7.3.4 ,

, , .

, 15 mm.

20 x 2 m, ,.

, ±10 cm.

7.3.5

, 13036-7,

. 20 mm.

7.4

" ":

500 m

3.500 m2

.

,

" ".

7.4.1

. '

197-1.

Page 23: ü þ ÿ þ ü ÿ þ û ÿ ù + ù - þ - sate.grsate.gr/html/pdfDocuments/05-03-17-00.pdf · specimens by vibrating hammer ... ü EN 12504-1 Testing concrete in structures - Part

32948 ΕΦΗΜΕΡΙΣ ΤΗΣ ΚΥΒΕΡΝΗΣΕΩΣ (ΤΕΥΧΟΣ ∆ΕΥΤΕΡΟ)

© 1501-05-03-17-00:2009

23

. '

( )

( ). .

, ± 0.3 %

, -1.5 /+0.5 % .

, ( ,

) 0,5 x 0.5 m, ,

..

,

.

7.4.2

, .

, :

( 933-1):

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