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Polymer & Rubber Modified Bitumen

Polymer & Rubber Modified Bitumen, for Construction

Listing ID #3705451

Get Latest Price
  • TypeModified Bitumen
  • ApplicationConstruction
  • PackagingAs per client Requirement
  • Made FromPolymer & Rubber
  • Supply Type Manufacturer, Supplier
Preferred Buyer From : All over the world
View More Details
Send Enquiry

Company Information

Jai Bitumen verified-icon
Phase I, Chandigarh
View Number
  • Member Since 7 Years
  • Nature of Business Retailer

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Product Details no_img_icon

The specific Improvements of nkl Polymer and Rubber modified Bitumen produced by this new process are as under :

  • Jai Polymer and Rubber Modified Bitumen improves resistance to cracking, resulting in stronger and more durable overlays for corridors in the areas of extreme climatic conditions and heavy traffic loads.
  • It reduces deformation on road, this is specifically true at elevated temperature (50oC to 70oC), where rutting is excessive. It is achieved due to improved viscosity and elastic recovery of polymer and rubber based modified bitumen, compared to conventional bitumen.
  • Promote binder adhesion and cohesion to mineral aggregates
  • The stripping level and raveling of aggregates from surface are reduced and offer resistance to creep deformation.
  • Low temperature brittleness properties of bitumen in pavement due to excessive aging are improved as evident from improved ductility and elastic recovery values at low temperature.
  • Polymer & Rubber based modified binder extend life of pavement by 50% to 100%, when compared to conventional bitumen overlays or renewal as proved by field trials.
  • Polymer & Rubber based modified binders act as multigrade bitumen and are economical, when life cycle cost is taken into consideration. It can be used as membrane overlays for preventive maintenance of pavement.


Easy to Use : Jai Polymer and Rubber Modified Bitumen can be used in the construction, maintenance and renewal of roads, airfields and heliports in a manner similar to the existing hot mix process using the same manpower, tools and plant.


Classified As Per Type Of Modifier As Under

- Type of Modifiers Examples
Synthetic Polymers Plastomeric Thermoplastics Polyethylene (PE), Ethylene Vinyl Acetate (EVA),Ethylene ButylAcrylate (EBA) etc.
Elastomeric Thermoplastics Styrene Isoprene Styrene (SIS), Styrene-Butadiene Styrene (SBS) Block Copolymer and Ethylene Ter Polymer (ETP) etc.
Synthetic Rubbers Synthetic Rubber Latex Styrene-Butadiene Rubber (SBR) latex and any other Suitable synthetic Rubber
Other Rubbers Natural Rubber Latex or Rubber Powder
Crumb Rubber Crumb Rubber Modifier

Maximum Atmospheric Temperature,°C

Minimum Pravement Temperature, oC - <35 35 TO 45 >45
<-10 PMB/NRMB-120 CRMB-50 PMB/NRMB-70 CRMB-55 PMB/NRMB-70 CRMB-55
-10 To 10 PMB/NRMB-70 CRMB-50 PMB/NRMB-70 CRMB-55 PMB/NRMB-40 CRMB-60
>10 PMB/NRMB-70 CRMB-55 PMB/NRMB-70 CRMB-55 PMB/NRMB-40 CRMB-60

Product Specifications IRC:SP:53:2002

Designation Elastomeric Thermoplastic Based Plastomeric Thermoplastic Based Natural Rubber Modified Binders Crumb Rubber Modified Binders Method of tests
- PMB 120 PMB 70 PMB 40 PMB 120 PMB 70 PMB 40 NRMB 120  NRMB 70  NRMB 40  CRMB 50 CRMB 55 CRMB 60 -
Penetration at 25oC, 0.1mm,100g.5 Sec 90 to 150 50 to 90 30 to 50   90 to 150   50 to 90 30 to 50 90-150 50-90 30-50 <70 <60 <60 IS: 1203-1978
Saftening Point (R&B)oC Minimum 50 55 60 50 55 60 50 55 60 50 55 60 IS:1205-1978
Ductility at 27oC cm. 75 60 50 50 40 30 75 60 50 - - - IS:1208-1978
Fraass Breaking PointoC Max -24 -18 -12 -20 -16 -12 -20 -16 -12 - - - IS:9381-1979
Flash Point by COCoC Minimum 220 220 220 220 220 220 220 220 220 220 220 220 IS:1209-1978
Elastic Recovery of Half Thread in Ductilometer at 15oC, %, Min 75 75 75 50 50 50 50 40 30 50 50 50 Appendix-1 IRC:SP:53 2002
Separation Differnce in softening Point R&BoC, Maximum 3 3 3 3 3 3 4 4 4 4 4 4 Appendix-2 IRC:SP:53 2002
Viscosity at 150oC poise 43103 43137 43168 43103 43137 43168 - - - - - - IS:1206-1978

Thin Film Oven Test (TFOT) On Residue (IS:9382-1992)

Loss in Weight, %, Maximum 1 1 1 1 1 1 - - - - - - IS:9382-1979
Increase in Softening Point °C, Maximum 7 6 5 7 6 5 7 6 5 7 6 5 IS:12QS.1978
Reduction in Penetration of Residue at 25°C, Maximum 35 35 35 35 35 35 - - - - - - IS:1203-1978
Penetration at 25°C 0.1 mm, 100g, 5 Sec. Minimum % of original - - - - - - 60 60 60 60 60 60 IS:1203-1978
Elastic Recovery of Half thread in Ductilometer at 25°C, % Minimum 50 50 50 35 35 35 35 30 25 35 35 35 Appendix-1 IRC:SP:53 2002
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  • Seller Jai Bitumen
  • Address Phase I, Chandigarh
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Polymer & Rubber Modified Bitumen, for Construction at Best Price in Chandigarh
Sales : +91-9953717914 | Support : +91-9700318318
Products / Services
  • Products / Services
  • Companies
  • Buy Leads
Post Buy Requirement
Polymer & Rubber Modified Bitumen

Polymer & Rubber Modified Bitumen, for Construction

Listing ID #3705451

Get Latest Price
  • TypeModified Bitumen
  • ApplicationConstruction
  • PackagingAs per client Requirement
  • Made FromPolymer & Rubber
  • Supply Type Manufacturer, Supplier
Preferred Buyer From : All over the world
View More Details
Send Enquiry

Company Information

Jai Bitumen verified-icon
Phase I, Chandigarh
View Number
  • Member Since 7 Years
  • Nature of Business Retailer

Ask for more detail from the seller

Contact Supplier

Product Details no_img_icon

The specific Improvements of nkl Polymer and Rubber modified Bitumen produced by this new process are as under :

  • Jai Polymer and Rubber Modified Bitumen improves resistance to cracking, resulting in stronger and more durable overlays for corridors in the areas of extreme climatic conditions and heavy traffic loads.
  • It reduces deformation on road, this is specifically true at elevated temperature (50oC to 70oC), where rutting is excessive. It is achieved due to improved viscosity and elastic recovery of polymer and rubber based modified bitumen, compared to conventional bitumen.
  • Promote binder adhesion and cohesion to mineral aggregates
  • The stripping level and raveling of aggregates from surface are reduced and offer resistance to creep deformation.
  • Low temperature brittleness properties of bitumen in pavement due to excessive aging are improved as evident from improved ductility and elastic recovery values at low temperature.
  • Polymer & Rubber based modified binder extend life of pavement by 50% to 100%, when compared to conventional bitumen overlays or renewal as proved by field trials.
  • Polymer & Rubber based modified binders act as multigrade bitumen and are economical, when life cycle cost is taken into consideration. It can be used as membrane overlays for preventive maintenance of pavement.


Easy to Use : Jai Polymer and Rubber Modified Bitumen can be used in the construction, maintenance and renewal of roads, airfields and heliports in a manner similar to the existing hot mix process using the same manpower, tools and plant.


Classified As Per Type Of Modifier As Under

- Type of Modifiers Examples
Synthetic Polymers Plastomeric Thermoplastics Polyethylene (PE), Ethylene Vinyl Acetate (EVA),Ethylene ButylAcrylate (EBA) etc.
Elastomeric Thermoplastics Styrene Isoprene Styrene (SIS), Styrene-Butadiene Styrene (SBS) Block Copolymer and Ethylene Ter Polymer (ETP) etc.
Synthetic Rubbers Synthetic Rubber Latex Styrene-Butadiene Rubber (SBR) latex and any other Suitable synthetic Rubber
Other Rubbers Natural Rubber Latex or Rubber Powder
Crumb Rubber Crumb Rubber Modifier

Maximum Atmospheric Temperature,°C

Minimum Pravement Temperature, oC - <35 35 TO 45 >45
<-10 PMB/NRMB-120 CRMB-50 PMB/NRMB-70 CRMB-55 PMB/NRMB-70 CRMB-55
-10 To 10 PMB/NRMB-70 CRMB-50 PMB/NRMB-70 CRMB-55 PMB/NRMB-40 CRMB-60
>10 PMB/NRMB-70 CRMB-55 PMB/NRMB-70 CRMB-55 PMB/NRMB-40 CRMB-60

Product Specifications IRC:SP:53:2002

Designation Elastomeric Thermoplastic Based Plastomeric Thermoplastic Based Natural Rubber Modified Binders Crumb Rubber Modified Binders Method of tests
- PMB 120 PMB 70 PMB 40 PMB 120 PMB 70 PMB 40 NRMB 120  NRMB 70  NRMB 40  CRMB 50 CRMB 55 CRMB 60 -
Penetration at 25oC, 0.1mm,100g.5 Sec 90 to 150 50 to 90 30 to 50   90 to 150   50 to 90 30 to 50 90-150 50-90 30-50 <70 <60 <60 IS: 1203-1978
Saftening Point (R&B)oC Minimum 50 55 60 50 55 60 50 55 60 50 55 60 IS:1205-1978
Ductility at 27oC cm. 75 60 50 50 40 30 75 60 50 - - - IS:1208-1978
Fraass Breaking PointoC Max -24 -18 -12 -20 -16 -12 -20 -16 -12 - - - IS:9381-1979
Flash Point by COCoC Minimum 220 220 220 220 220 220 220 220 220 220 220 220 IS:1209-1978
Elastic Recovery of Half Thread in Ductilometer at 15oC, %, Min 75 75 75 50 50 50 50 40 30 50 50 50 Appendix-1 IRC:SP:53 2002
Separation Differnce in softening Point R&BoC, Maximum 3 3 3 3 3 3 4 4 4 4 4 4 Appendix-2 IRC:SP:53 2002
Viscosity at 150oC poise 43103 43137 43168 43103 43137 43168 - - - - - - IS:1206-1978

Thin Film Oven Test (TFOT) On Residue (IS:9382-1992)

Loss in Weight, %, Maximum 1 1 1 1 1 1 - - - - - - IS:9382-1979
Increase in Softening Point °C, Maximum 7 6 5 7 6 5 7 6 5 7 6 5 IS:12QS.1978
Reduction in Penetration of Residue at 25°C, Maximum 35 35 35 35 35 35 - - - - - - IS:1203-1978
Penetration at 25°C 0.1 mm, 100g, 5 Sec. Minimum % of original - - - - - - 60 60 60 60 60 60 IS:1203-1978
Elastic Recovery of Half thread in Ductilometer at 25°C, % Minimum 50 50 50 35 35 35 35 30 25 35 35 35 Appendix-1 IRC:SP:53 2002
Tell us your Buy Requirement to Get Instant Response
Tell us what you need?

Looking for Polymer & Rubber Modified Bitumen?

Quantity
Seller Contact Details
  • Seller Jai Bitumen
  • Address Phase I, Chandigarh
View Mobile No Send Enquiry

Find similar products

View all products in Bitumen

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Waiting for permission
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