Adhesive bitumen additive “Adgezol”

210.00 $ Price per kg

Description
Questions & Answers

Description

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.

There are several modifications of Adgezol:

Adhesol No. 5 (0.4-0.8%)
Adhesol No. 5 (0.2-0.4%)
Adhesol No. 5 (0.1-0.3%)
Adgezol №5 (0.5-1.2%) – additive for the production of warm asphalt
Adgezol is actively used by such large road building companies as Rosavtodor. Additive “Adgezol” is included in the catalog of effective technologies of the Ministry of Transport of the Russian Federation FDA

Characteristics and modifications of DORSO bituminous modifiers

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

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Categories: Additives and modifiers, Adhesive additives for bitumen, For laying asphalt and concrete

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Demarcating machine VA 25S Twin

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Demarcating machine VA 25S Twin

Demarcating (milling) machine VA25S Twin-powerful model, designed for medium and large volumes of work with a depth of milling to 7 mm, in general it is the same model as the VA 25S, but equipped with not one drum, but two. VS25S allows you to work not only more efficiently than in the case of the V25S model, but also use different cutters on the drum, which allows you to do both rough processing and finishing at the same time. This model can be produced with electric (2×4 kW) and diesel (10.5 kW) engines.

Characteristics and modifications of the demarcation machine VA 25S Twin

A type vendor code Weight, kg engine’s type Power,
kW Width
milling,
mm Depth
milling,
mm

VA 25S Twin 706265 210-240 electric 2 x 4,0 250

VA 25S Twin 706891 220-260 diesel 10,5 250

595,884.00 $ Price per piece

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Demarcation machine DTF 25

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Demarcation machine DTF 25

The demarcation machine DTF 25 is a machine equipped with two types of diamond blades (for rough and smooth processing of the material, respectively), its feature is the cooling of the diamond blades during the long operation of the machine, which allows to keep the blades intact and also to ensure an uninterrupted production process at large areas. Equipped with a powerful electric motor of 11 kW.

Characteristics and modifications of the demarcation machine DTF 25

A type	vendor code	Weight, kg	engine’s type	Power, kW	Width milling, mm
DTF 25 SH	708697	215	electric	11.0	250
SF DTF 25	707534	Side device for DTF 25 and DTF 25 SH
Guide rail	701235	Guide device

170,000.00 $ Price per piece

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Demarcation machine FR 200

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Demarcation machine FR 200

Demarcating (milling) machine FR 200 – a universal model of medium size and power with a depth of milling to 4 mm. The FR200 demarcation machine has several modifications from 1.5 to 4 kW, and the machines of this series can be produced both in electric (220 / 380V) and in petrol version. It is also possible to install various knives and brushes, including a steel brush for removal of old bitumen and other types of materials, hexagonal knives (milling concrete and asphalt), pentahedral knives (milling concrete and asphalt), carbide knives (removal of plastic, polyurethane and rubber ), radial knives (removal of paint from asphalt and concrete)

Characteristics and modifications of the demarcation machine FR 200

Type	vendor code	Weight, kg	engine’s type	Power, kW	Width milling, mm	Depth milling mm
FR 200	707421	39-46	electric	1,5	200	4
FR 200	701449	39-46	electric	2,2	200	4
FR 200	707588	39-46	electric	1,5	200	4
FR 200	701477	39-46	electric	2,2	200	4
FR 200	701436	39-46	petrol	4,0	200	4
SF 60	706294	Extender for FR200 (Optional)
FE 200	707387	Control unit for FR200 (Optional)

232,704.00 $ Price per piece

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Polymer - bitumen binder (PBW)

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Polymer – bitumen binder (PBW)

Polymer – bitumen binder (PBW) is used in the construction of roads in order to prevent the formation of rut and impart a crack resistance to the roadway. Of particular relevance is the use of WSP in the construction of high-loaded highways, aerodrome bands, as well as bridges and tunnels. The use of polymer-bitumen binder also gives corrosion resistance. The service life of the road surface with the use of PBW is more than 2 times longer than the life of pavements constructed using standard road bitumen.

Characteristics and modifications of the PBW

The name of indicators	Norms for brands						Test methods
The name of indicators	PBV 300	PBV 200	PBV 130	PBV 90	PBV 60	PBV 40	Test methods
The penetration depth of the needle, 0.1 mm, not less than:
at 25ºС	300	200	130	90	60	40	GOST 11501-78
at 0ºС	90	70	50	40	32	25	GOST 11501-78
Softening point on the ring and ball, ºС, not lower than	45	47	49	51	54	56	GOST 11506-73
Extensibility, cm, not less than:
at 25ºС	30	30	30	30	25	15	GOST 11505-75
at 0ºС	25	25	20	15	11	8	GOST 11505-75
Temperature of brittleness, ºС, not higher	-40	-35	-30	-25	-20	-15	GOST 11501-78
Elasticity,%, not less than:
at 25ºС	85	85	85	85	80	80	п.7.2.2 GOST 21.810-98
at 0ºС	75	75	75	75	70	70	п.6.2 GOST 52056-2003
Change in softening temperature after warming up, ºС no more than	7	7	6	6	5	5	GOST 18180-72 GOST 11506-73 с доп. по п.3.3
Flash point, ºС, not lower than	220	220	220	220	230	230	GOST 4333-87
Coupling with marble or sand	Withstands the control sample number 2						GOST 11508-74 (метод А)
Uniformity	Uniformly						п.7.2.1 GOST 21.810-98 п.6.1 GOST 52056-2003

35,800.00 $ Price per tonn

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Demarcating machine VA 30SH

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Demarcating machine VA 30SH

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Characteristics and modifications of the demarcation machine VA 30SH

A type	vendor code	Weight, kg	engine’s type	Power, kW	Width milling, mm	Depth milling mm
VA 30SH	707199	около 278	electric	7,5	300	14 – 20
VA 30SH	707533	около 278	petrol	9,5	300	14 – 20
VA 30SH	707200	около 278	diesel	5,6	300	14 – 20
VA 30SH	707532	около 278	diesel	7,5	300	14 – 20

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Adhesive bitumen additive “Adgezol”