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1332866 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: 93.080.20 1501-05-03-12-01:2009 HELLENIC CHNICAL SPECIFICATION A Skid resistant asphalt concrete wearing course : 4 08.. 313, 111 45

13 1501-05-03-12-01:2009 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) 32867 H T 1501-05-03-12- 01 00 03 () () 2 (2 ) (). T 1501-05-03-12-01, 99 00 03, (). 1501-05-03-12-01 23 2009 99. 2009.,,,,... 313, 111 45

1332868 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) 08 1501-05-03-12-01:2009... 4 1... 5 2... 5 3... 6 4... 7 4.1... 7 4.2... 8 4.3... 8 4.4 ｨC arshall... 9 5 ｨC... 9 5.1... 9 5.2... 10 5.3... 10 5.4... 10 6... 10 6.1... 10 6.2... 10 6.3... 11 6.4... 11 7... 12 3

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) 32869 1501-05-03-12-01:2009 08...,. ( ｨC ). 4

1332870 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) 08 1501-05-03-12-01:2009 1., " ",,.,, ( 4 cm),,., ( ).,, " ".. 1: 2: 4 cm ( 12,5 mm), 3 cm ( 9,5 mm). 2,,,..,,.. EN 1097-2 Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation. -- - 2: EN 1097-8 Tests for mechanical and physical properties of aggregates - Part 8: Determination of the polished stone value -- - 8: EN 12591 Bitumen and bituminous binders - Specifications for paving grade bitumens -- - EN 12697-5 Bituminous mixtures - Test methods for hot mix asphalt - Part 5: Determination of the maximum density -- - - 5:. 5

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) 32871 1501-05-03-12-01:2009 08 EN 12697-9 Bituminous mixtures - Test methods for hot mix asphalt - Part 9: Determination of the reference density -- - - 9: EN 12697-12 Bituminous mixtures - Test methods for hot mix asphalt - Part 12: Determination of the water sensitivity of bituminous specimens -- - - 12:. EN 1367-2 Tests for thermal and weathering properties of aggregates - Part 2: Magnesium sulfate test - - 2:. EN 933-2 EN 933-3 EN 933-8 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 13036-1 Road and airfield surface characteristics - Test methods - Part 7: Irregularity measurement of pavement courses : the straightedge test -- - - 7: ( ) :. 1501-05-03-03-00 Road pavement layers with unbound aggregates --. 1501-05-03-11-04 Hot mixed dense graded asphalt concrete layers -- 3 : 3.1 1 :, 12,5 mm, 9,5 mm.,,,.,. 3.2 2 :, 12,5 mm, 9,5 mm.,,.,, 1. 6

1332872 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) 08 1501-05-03-12-01:2009 4 4.1. : 2 mm (2,36 mm), 2 mm 0,063 mm 0,063 mm.. : ( ) 100%,.. K : (, )., 80% 4 mm,.. EN 1097-8, 6,3 mm (1/4 ｱ) ｰ ｱ (Flakiness Index) EN 933-3, 00 03 30%.. :, : (Polished Stone Value), EN 1097-8, PSV 50. (Aggregate Abrasion Value), EN 1097-8, AAV10. Los Angeles, EN 1097-2, LA24.. : ( 2 mm 0,063 mm),,.,.,.. : ( ),. ( ),,,,,,.,,. 1. 7

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) 32873 1501-05-03-12-01:2009 08 1 - % 600 ( 30) 100 300 ( 50) 90-100 75 ( 200) 70-100 4.2, 1501-05-03-10-00,, EN 12591 O 60/70, 80/100 40/50 50:50...,,, ( 80/100,,.),.,.,, -, EN 12697-12 4.3.,,. (, ),, 2. ( ) 8,,. 2,36 mm,,,. 2,, 5%.,,,. (). EN 1367-2. ( ) 9%.. EN 933-8. 55. 8

1332874 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) 08 1501-05-03-12-01:2009 2-1 2 ( ) ( ) [mm] mm 12,5 9,5 12,5 9,5 EN 933-2 12,50 mm 9,00 mm 4,00 mm 2,00 mm 1,12 mm 0,25 mm 0,063 mm 90-100 - 42-72 18-38 - 5-20 2-9 100 90-100 50-80 30-65 - 6-21 2-9 84-100 52-82 18-46 5-24 3-19 0-9 - 100 75-100 35-65 10-35 3-24 0-10 - 3-4 cm 2,5-3 cm 3-4 cm 2,5-3 cm 4.4 ｨC arshall, Marshall. Marshall,, -, 3. 3 - Marshall 1 2 ( ) 75 75 50C (N) 8000 6000 [mm] 2-4 2-5 (% ) 3-5 5-15 - 0,8 0,7 5 ｨC 5.1,.,. ( ) 130 170 紊.,, -.,.,,..,,. 9

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) 32875 1501-05-03-12-01:2009 08 5.2, ( 300 g/m 2 ),., 30%. (.. 60% 100% - - 30%). 5.3,,. 120 140 紊.., ( 10 紊),. (2,5 3 cm), 20 紊. 5.4 1501-05-03-11-04. 2, 10-12 t,. 2 3.,,. 6 6.1 ( 1501-05-03-11-04).,. 6.2 1501-05-03-11-04 : 10 EN 933-3 (PSV) EN 1097-8 (AAV) EN 1097-8 Los Angeles EN 1097-2, EN 12697-8 ( ), EN 13036-1.

1332876 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) 08 1501-05-03-12-01:2009 6.3.,,. 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

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) 32877 1501-05-03-12-01:2009 08. 10%, (.. )...., 96% 94%. EN 12697-5,, EN 12697-9,.. EN 13036-1 7., 50 m 50 cm. 1,0 mm 1 1,5 mm, 2. 7 () [m 2 ], 1501-05-03-11-04,,,,., :...,..,, ( ).. 12