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Prime Coat/Granular Sealing

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Prime Coat/Granular Sealing

A prime coat is a single application of either a specially formulated asphalt emulsion or a low-viscosity asphalt cutback. Their primary functions are to penetrate quickly into the granular surface and bind the material together, to partially waterproof the granular surface to prevent water erosion, to provide a temporary riding surface prior to overlay or seal coating and to provide a bond between the existing surface and the new wearing surface.

The asphalt emulsions used as prime coats typically contain a combination of asphalt and specially engineered agents to aid in penetrating the granular surface, while binding the aggregate particles to achieve stabilization.

Design Criteria

In order to satisfy the prime coat function some emulsion or cutback must penetrate into the base. The tightness of the granular surface can influence the degree of emulsion dilution needed. The type and the gradation of aggregate will require adjustments to the quantity of prime coat needed. If the surface is very hard it may be necessary to loosen the surface by scarifying prior to spraying. Damping the surface will help to allow for penetration. If ponding develops a blotter sand may be required to absorb the free standing emulsion or asphalt cutback.

Materials

Asphalt Emulsions:

The asphalt emulsions used as prime coats typically contain a combination of asphalt and special penetrating agents to aid in penetrating the granular surface, while binding the aggregate particles to achieve stabilization. Products such as Enviro-Prem or EDL can be used for this purpose.Cutback

Cutback Asphalt:

The cutback asphalt used as a prime coat is a low viscosity asphalt containing a high quantity of solvent. The solvent allows the asphalt to penetrate into the granular and then evaporates out to leave the asphalt residue. RC 30 or Primer are used as prime coats.

Performance Guidelines

In order to construct a proper well designed prime coat the following guidelines should be followed:

Related Resources

DescriptionPdf File
Research – Canadian Investigation of Flexible Pavement Design
Research – Committee on Road Materials – Recommended Guidelines
Research – A Design of Bituminous Mixtures with Curved Mohr Envelopes
Research – Designing Standard Asphalt Paving Mixtures for Greater Durability
Research – Determination of Factors Affecting Shear Testing Performance of Emulsion Tack Coats
Research – Development of Stone Mastic Asphalt for Ontario Use
Research – Flexible Pavement Thickness Requirements
Research – Intro of Stone Mastic Asphalt (SMA) in Ontario
Research – Particle Index Evaluation of Aggregates for Asphalt Mixtures
Research – Rational Design of Bituminous Paving Mixtures with Curved Mohr Envelopes
Research – A Rational Method of Design for Bituminous Paving Mixtures
Research – Solvent free Bitumen Emulsion for Prime Coats and Granular Sealing
Research – Some Applications of the Elastic Theory Approach to the Structural Design of Flexible Pavements
Research – Thickness Design for Flexible Pavements
Research – An Ultimate Strength Approach to Flexible Pavement Design
Research – Bio-Solvents in the Production of Emulsified Prime Coat Systems
Product Data Sheet – CHP-2m
Product Data Sheet – CHP-2mP
Product Data Sheet – CHP-2r
Product Data Sheet – CHP-2rP
Product Data Sheet – Enviro-Prem
Product Data Sheet – Colasphalt Prime
Product Data Sheet – EP-2000 A
Product Data Sheet – EP-2000 B

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