Adhesive additives for bitumen

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    Adhesive bitumen additive "Adgezol"

    Adhesive bitumen additive “Adgezol”

    Bitumen additives Adgezol are used in road construction, construction and repair of road surfaces, the production of bitumen emulsions, in order to increase the adhesion properties of bituminous materials. In addition to increasing adhesion properties, the heat resistance and thermal stability of the final bituminous material also increases. It is used in all climatic zones, from the southern to the extreme north.

     

    Options

    BND 60/90

    DORSO 46-02

    Needle penetration 0.1 mm. at 25 ° C
    at 0 ° C

    61-90
    20

    62
    30

    Softening temperature

    47

    69-70

    Extensibility at see at 0 ° C

    3,5

    3,5

    Brittleness temperature ° С

    -15

    -20

    Brittleness temperature ° С

    62

    90

    Flash point ° С

    230

    283

     

    Physical and technical properties of hot compact fine-grained type A of grade I in accordance with GOST 9128-2009

     

    The name of indicators Requirements of GOST 9128-2009 As a result of bitumen Ex. bitumen + 4% Dorso
    Average density 2,65 2,68
    Water saturation,% by volume 2,0-5,0 3,0 2,1
    Compressive strength, MPa, at a temperature of + 20 ° C not less than – 2,5 3,7 3,8
    +50°С not less than -1,0 1,1 1,3
    0°С not less than -11,0 8,4 9,1
    Water resistance not less than – 0,90 0,97 1,00
    Water resistance for long-term water saturation not less than – 0,85 0,85 0,89
    Shear resistance against: – coefficient. Internal friction – shear adhesion at temper. + 50 ° С, MPa not less than – 0,25 0,35 0,44
    Fracture resistance according to the prediction of a tensile crack at 0 ° C, deformation rate 50 mm, MPa not less than -3,5 not more than – 6,0 4,8 4,2
    Cohesion of bitumen with mineral part of a / b mixture must withstand Withstands Withstands
    Average depth of track after 20,000 wheel passes, mm according to EN12697.22-: 2003 ** 4,3 3,1
    Rate of track formation, mm / 1000 cycles of loading according to EN12697.22-: 2003 0,07 0,05

     

    Results of tests of fine grained asphalt concrete mixture type A of grade I

     

    The name of indicators Requirements of GOST 9128-2009 As a result of bitumen Ex. bitumen + 4% Dorso
    1 Average density, g / cm 2,40 2,42
    2 Water saturation,% by volume from 2,0 to 5,0 3,1 2,2
    3 Compressive strength, MPa
    at a temperature of 50 °С not less than 1,0 0,90 1,38
    at a temperature of 20 °С not less than 2,5 4,45 4,46
    at a temperature of 0 °С not more than 11,0 7,34 8,23
    4 Water resistance not less than 0,9 0,93 0,96
    5 Fracture resistance in tensile strength at cleavage at 0 ° С, MPa от 3,5 до 6,0 3,5 4,2

     

      The results of tests of crushed-mastic asphalt-concrete mixture I SHMA-20

     

    The name of indicators Requirements of GOST 31015-2002 As a result of bitumen Ex. bitumen + 4% Dorso
    1 Average density, g / cm 2,61 2,64
    2 Water saturation,% by volume  1,0 to 4,0 2,3 1,6
    3 Compressive strength, MPa
    at a temperature of 50 °С not less than 0,65 0,92 1,25
    at a temperature of 20 °С not less than 2,2 3,19 3,69
    at a temperature of 0 °С not standardized _ _
    4 Water resistance not standardized
    5 Fracture resistance in tensile strength at cleavage at 0 ° С, MPa от 2,5 до 6,0 3,2 3,9

     

    BND 60/90

    DORSO 46-03

    Needle penetration 0.1 mm. at 25 ° C
    at 0 ° C

    61-90
    20

    74
    30
    Softening temperature

    47

    65

    Extensibility at see at 0 ° C

    3,5

    3,5

    Brittleness temperature ° С

    -15

    -25

    The plasticity interval Ip ° C

    62

    90

    Flash point ° С

    230

    285

     

    Physical and technical properties of hot compact fine-grained type A of grade I in accordance with GOST 9128-2009

     

    The name of indicators Requirements of GOST 9128-2009 As a result of bitumen Ex. bitumen
    + 4% Dorso
    Average density 2,65 2,68
    Water saturation,% by volume 2,0-5,0 3,0 2,1
    Compressive strength, MPa, at a temperature of + 20 ° C not less than – 2,5 3,7 3,8
    +50°С not less than -1,0 1,1 1,3
    0°С not less than -11,0 8,4 9,4
    Water resistance not less than – 0,90 0,97 1,00
    Water resistance for long-term water saturation not less than – 0,85 0,85 0,9
    Shear resistance against: – coefficient. Internal friction – shear adhesion at temper. + 50 ° С, MPa not less than – 0,25 0,35 0,44
    Fracture resistance according to the prediction of a tensile crack at 0 ° C, deformation rate 50 mm, MPa not less than -3,5 no more than – 6,0 4,8 4,2
    Cohesion of bitumen with mineral part of a / b mixture must withstand Withstands Withstands
    Average depth of track after 20,000 wheel passes, mm according to EN12697.22-: 2003 ** 4,3 3,0
    Rate of track formation, mm / 1000 cycles of loading according to EN12697.22-: 2003 0,07 0,05

     

    Results of tests of fine grained asphalt concrete mixture type A of grade I

     

    The name of indicators Requirements of GOST 9128-2009 As a result of bitumen Ex. bitumen
    + 4% Dorso
    1 Average density, g / cm 2,40 2,42
    2 Water saturation,% by volume от 2,0 до 5,0 3,1 2,2
    3 Compressive strength, MPa
    at a temperature of 50 °С not less than – 1,0 0,90 1,38
    at a temperature of 20 °С not less than – 2,5 4,45 4,46
    at a temperature of 0 °С not less than – 11,0 7,34 8,23
    4 Water resistance not less than – 0,9 0,93 0,96
    5 Fracture resistance in tensile strength at cleavage at 0 ° С, MPa от 3,5 до 6,0 3,5 4,2

     

    The results of tests of crushed-mastic asphalt-concrete mixture I SHMA-20

     

    The name of indicators Requirements of GOST 31015-2002 As a result of bitumen Ex. bitumen
    + 4% Dorso
    1 Average density, g / cm 2,61 2,64
    2 Water saturation,% by volume от 1,0 до 4,0 2,3 1,6
    3 Compressive strength, MPa
    at a temperature of 50 °С not less than 0,65 0,92 1,25
    at a temperature of 20 °С not less than 2,2 3,19 3,69
    at a temperature of 0 °С not standardized _ _
    4 Water resistance not standardized
    5 Fracture resistance in tensile strength at cleavage at 0 ° С, MPa от 2,5 до 6,0 3,2 4,0

     

    210.00 $ Price per kg