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1 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) ICS: :2009 HELLENIC CHNICAL SPECIFICATION A Skid resistant asphalt concrete wearing course : ,

2 :2009 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) H T () () 2 (2 ) (). T , , () ,,,, ,

3 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : ｨC arshall ｨC

4 13ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : ,. ( ｨC ). 4

5 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : , " ",,.,, ( 4 cm),,., ( ).,, " ".. 1: 2: 4 cm ( 12,5 mm), 3 cm ( 9,5 mm). 2,,,..,,.. EN Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation : EN Tests for mechanical and physical properties of aggregates - Part 8: Determination of the polished stone value : EN Bitumen and bituminous binders - Specifications for paving grade bitumens -- - EN Bituminous mixtures - Test methods for hot mix asphalt - Part 5: Determination of the maximum density :. 5

6 13ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : EN Bituminous mixtures - Test methods for hot mix asphalt - Part 9: Determination of the reference density : EN Bituminous mixtures - Test methods for hot mix asphalt - Part 12: Determination of the water sensitivity of bituminous specimens :. EN Tests for thermal and weathering properties of aggregates - Part 2: Magnesium sulfate test - - 2:. EN EN EN Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures.. 2: ｨC, Tests for geometrical properties of aggregates - Part 3: Determination of particle shape - Flakiness index -- 3:. Test for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test -- 8: () ｨC EN Road and airfield surface characteristics - Test methods - Part 7: Irregularity measurement of pavement courses : the straightedge test : ( ) : Road pavement layers with unbound aggregates Hot mixed dense graded asphalt concrete layers -- 3 : :, 12,5 mm, 9,5 mm.,,,., :, 12,5 mm, 9,5 mm.,,.,, 1. 6

7 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : : 2 mm (2,36 mm), 2 mm 0,063 mm 0,063 mm.. : ( ) 100%,.. K : (, )., 80% 4 mm,.. EN , 6,3 mm (1/4 ｱ) ｰｱ (Flakiness Index) EN 933-3, %.. :, : (Polished Stone Value), EN , PSV 50. (Aggregate Abrasion Value), EN , AAV10. Los Angeles, EN , LA24.. : ( 2 mm 0,063 mm),,.,.,.. : ( ),. ( ),,,,,,.,,. 1. 7

8 13ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : % 600 ( 30) ( 50) ( 200) , ,, EN O 60/70, 80/100 40/50 50:50...,,, ( 80/100,,.),.,.,, -, EN ,,. (, ),, 2. ( ) 8,,. 2,36 mm,,,. 2,, 5%.,,,. (). EN ( ) 9%.. EN

9 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : ( ) ( ) [mm] mm 12,5 9,5 12,5 9,5 EN ,50 mm 9,00 mm 4,00 mm 2,00 mm 1,12 mm 0,25 mm 0,063 mm cm 2,5-3 cm 3-4 cm 2,5-3 cm 4.4 ｨC arshall, Marshall. Marshall,, -, Marshall 1 2 ( ) C (N) [mm] (% ) ,8 0,7 5 ｨC 5.1,.,. ( ) 紊.,, -.,.,,..,,. 9

10 13ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : , ( 300 g/m 2 ),., 30%. (.. 60% 100% %). 5.3,, 紊.., ( 10 紊),. (2,5 3 cm), 20 紊 , t,. 2 3.,, ( )., : 10 EN (PSV) EN (AAV) EN Los Angeles EN , EN ( ), EN

11 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : ,,. 4-,. ( ),,, 4.,, 20%. 4 - (.. ) % 12,50 mm (1/2'') 9,00 mm 4,00 mm 2,00 mm 1,12 mm 0,50 mm 0,25 mm 0,067 mm % ﾀ 8 ﾀ 7 ﾀ 7 ﾀ 6 ﾀ 6 ﾀ 5 ﾀ 5 ﾀ 3 ﾀ 0,4 6.4,,, :... ｰｱ ( ), ﾀ 6 mm.., 5 mm. 4., 3 mm. 3.,, Bump-Integrator,. 130 cm/km...., (3) 4000 m 2. 11

12 13ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) : %, (.. )...., 96% 94%. EN ,, EN ,.. EN , 50 m 50 cm. 1,0 mm 1 1,5 mm, 2. 7 () [m 2 ], ,,,,., :...,..,, ( ).. 12

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QKEBAA+ArialMT Adobe Identity 0 1330870 ｦｦｵｦｧｦｬｦｦｱｦｩｦｲｦｳｦｧｦｲｦｪｦｴｦｦｦｱｦｭｦｧｦｲｦｦｸｦｲ (ｦｳｦｦｴｦｶｦｯｦｲ 6ﾒ2ｦｦｴｦｳｦｦｱｦｯ) 2009-12-23 ICS: 93.040 1 71 71 71 7 1 71 7 1501-03-03-01-00:2009 1 71 71 71 71 71 71 71 7 TEXNIKH 1 71 71 71 71 71