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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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