Order / Inquiry — HINCOL Chip Seal Emulsion RS2
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HINCOL Chip Seal Emulsion RS2 is a Rapid Setting Cationic Bitumen Emulsion with high viscosity and a minimum 65% binder content, specifically engineered for Chip Seal (Surface Dressing) applications on Indian roads. Manufactured strictly as per IS 8887:2018, with a polymer-modified formulation available, it delivers superior aggregate retention, improved thermal crack resistance, and long-lasting skid resistance.
As part of HINCOL’s complete bitumen emulsion range, RS2 is used extensively for Single, Racked-in, Double, Inverted Double, and Sandwich Chip Seal — across national highways, state roads, and rural roads. While Chip Seal in itself has no structural strengthening ability, it is an integral element of many strengthening techniques including WMM, Emulsion Treated Bases, and bituminous mixes.
Higher residual binder ensures strong aggregate embedment and durable chip retention under traffic — essential for effective surface dressing performance.
Breaks quickly on contact with chippings — reducing road closure time and enabling faster opening to traffic after chip seal application.
Polymer modification reduces thermal susceptibility, improves flexibility, increases residue softening point — recommended for roads with AADT > 2000.
Seals the pavement surface against water penetration while restoring skid resistance — improving both structural protection and user safety.
HINCOL designs chip seal mix in advanced laboratories with material and aggregate characterization — ensuring the right emulsion-aggregate combination for each site.
Backed by COLAS SA France’s 50+ country experience in chip seal and surface dressing — the same technology trusted on highways worldwide.
Select chip seal type based on traffic level (AADT), surface condition, and design objective. All types use HINCOL Chip Seal RS2 — polymer-modified grade recommended for AADT > 2000.
One binder layer + one chipping size. Suitable for low-to-medium traffic rural and state roads. 6mm or 10mm chippings typically used. Standard and cost-effective preventive maintenance treatment.
Large chippings first, small chippings racked in to increase interlock. Reduces aggregate rip-off risk on roads with higher traffic volume. 10/14 with 2/6, or 6/10 with 2/6.
Two binder coats + two chipping layers. Recommended for highly stressed areas — junctions, sharp bends, high-traffic stretches. Also used on unbound, bitumen-bound, and recycled surfaces.
Small chippings first, then large. For very hard, uniform surfaces — concrete or hot-rolled asphalt. Provides initial seal preventing binder from penetrating into porous AC. Polymer Modified Emulsion mandatory.
Aggregate spread before AND after binder. Recommended for fatted/binder-rich surfaces. Suitable at all traffic levels and speeds — prevents binder bleed-through on oily or flush surfaces.
Rates assume nominal binder content of 70% and use of crushed rock chippings. Actual rates determined during design and agreed with customer. All rates in l/m².
| Chipping Size | Chippings Rate (l/m²) | Binder Rate (l/m²) |
|---|---|---|
| 10/14 mm | 9 – 11.5 | 1.8 |
| 6/10 mm | 6 – 8.5 | 1.5 |
| 2/6 mm | 4 – 5.5 | 1.3 |
| Chipping Sizes | Chippings Rate (l/m²) | Binder Rate (l/m²) | |
|---|---|---|---|
| 1st Layer | 2nd Layer | 1st Layer | |
| 10/14 + 2/6 mm | 8 – 10.5 | 3.5 – 4.5 | 2.0 |
| 6/10 + 2/6 mm | 5 – 7 | 3.5 – 4.5 | 1.7 |
| Chipping Sizes | Chippings Rate (l/m²) | Binder Rate (l/m²) | ||
|---|---|---|---|---|
| 1st Layer | 2nd Layer | 1st Layer | 2nd Layer | |
| 10/14 + 2/6 mm | 8.5 – 11 | 4 – 5.5 | 1.2 | 1.1 |
| 10/14 + 6/10 mm | 8 – 10 | 5.5 – 8 | 1.2 | 1.2 |
| 6/10 + 2/6 mm | 5.5 – 8 | 4 – 5.5 | 1.0 | 1.0 |
| Chipping Sizes | Chippings Rate (l/m²) | Binder Rate (l/m²) | |||
|---|---|---|---|---|---|
| 1st Layer | 2nd Layer | 3rd Layer | 1st Layer | 2nd Layer | |
| 2/6 + 10/14 mm | 3.5 – 4.5 | 8 – 10.5 | 3.5 – 4.5 | 0.9 | 2.0 |
| 2.6 + 6/10 mm | 3.5 – 4.5 | 6 – 8.5 | – | 0.9 | 1.7 |
| Chipping Sizes | Chippings Rate (l/m²) | Binder Rate (l/m²) — 2nd Layer | |
|---|---|---|---|
| 1st Layer | 2nd Layer | ||
| 14/20 + 2/6 mm | 10.5 – 13 | 4 – 5.5 | 2.0 |
| 10/14 + 2/6 mm | 8.5 – 11 | 4 – 5.5 | 1.8 |
| Rates assume nominal binder content of 70% and crushed rock chippings. Source: HINCOL Chip Seal Product Brochure. | |||
All aggregates must comply with gradation standards — oversize and undersize fractions are excluded. Flakiness Index must be within specified limits.
| IS Sieve (mm) | 14/20 mm (% Passing) | 10/14 mm (% Passing) | 6/10 mm (% Passing) | 2/6 mm (% Passing) |
|---|---|---|---|---|
| 40 | 100 | – | – | – |
| 31.5 | 98/100 | 100 | – | – |
| 20 | 85/99 | 98/100 | 100 | – |
| 16 | – | Record | – | – |
| 14 | 0/20 | 85/99 | 98/100 | – |
| 12.5 | – | Record | – | – |
| 10 | – | 0/20 | 85/99 | 98/100 |
| 8 | – | – | Record | – |
| 6.3 | – | 0/5 | 0/20 | 85/99 |
| 4 | – | 0/5 | 0/5 | Record |
| 2 | – | – | – | 0/20 |
| 1 | – | – | – | 0/5 |
| Fine Dust 0.063 | 0/0.5 | 0/0.5 | 0/0.5 | 0/1 |
| Flakiness Index | Max 20 | Max 20 | Max 25 | No requirement |
HINCOL offers technical support beyond product supply — from pavement assessment to execution support.
HINCOL conducts a detailed Pavement Condition Assessment Survey before finalising the chip seal treatment — analysing existing surface distress, traffic data, and suitability.
Mix design is performed in advanced laboratories with material and aggregate characterization — ensuring the right emulsion-aggregate pairing for each project’s specific site conditions.
HINCOL evaluates aggregate quality for Geology, Shape (cubical, non-flaky), Texture, Cleanliness, Abrasion Resistance, Reactivity with cationic emulsion, and Soundness before finalizing aggregate source.
Field quality management includes: Sieve Analysis (1/day/site), Bitumen Content (1/batch), Softening Point of Residue (1/batch), Rate of Application (1/day/machine), and visual surface inspection every 100m.
Challenge: A fatted and distressed 35 km state highway stretch with high commercial traffic — existing surface binder-rich and slippery, risk of aggregate loss and skidding after treatment.
Solution: HINCOL Chip Seal RS2 (Polymer Modified) applied as Double Chip Seal with 10/14 + 2/6 mm chippings. Rapid breaking and strong polymer-modified adhesion achieved excellent aggregate retention — confirmed zero stone loss at 1-year inspection.
Get in touch for pricing, availability, and project-specific chip seal design support. Available in Bulk, RC Drums, MS Drums, and HDPE Drums across India.
Request a QuotationOrder HINCOL bitumen products online with GST invoice & assured quality.
HINCOL Chip Seal Emulsion RS2 is a Rapid Setting Cationic Bitumen Emulsion primarily used for Surface Dressing (Chip Seal) on roads. It bonds crushed aggregate chippings to the road surface, improving skid resistance, waterproofing the pavement, and extending road life. It is used in Single, Racked-in, Double, Inverted Double, and Sandwich Chip Seal applications — on national highways, state roads, and rural roads.
Rates assume 70% nominal binder content and crushed rock chippings. Actual rates determined during design and agreed with customer.
Polymer modification provides four key advantages for chip seal emulsions: reduced thermal susceptibility (binder doesn’t bleed in summer or become brittle in winter), improved aggregate retention after curing and opening to traffic, better flexibility and thermal crack resistance, and a higher softening point in the residue binder. HINCOL recommends Polymer Modified Bitumen Emulsions for all chip seal applications where AADT exceeds 2000.
The most commonly used aggregate sizes with RS2 are 2/6 mm, 6/10 mm, 10/14 mm, and 14/20 mm. The size chosen depends on traffic volume, type of chip seal design, and existing road surface condition. All aggregates must comply with IS gradation standards with oversize and undersize fractions excluded. Flakiness Index must be within specified limits (max 20 for 14/20 and 10/14, max 25 for 6/10).
The defect liability for Chip Seal does not cover damages due to base failure, mechanical/chemical/physical damage post-handover, or unforeseen natural calamities.
No. Chip Seal (Surface Dressing) in itself has no structural strengthening ability. It is a surface treatment that improves skid resistance, waterproofs the pavement, and prolongs service life by protecting the underlying structure. For roads requiring structural strengthening, Chip Seal is used as an integral element alongside other techniques — WMM, Emulsion Treated Bases, and bituminous mixes.
HINCOL’s field quality management for Chip Seal includes: Sieve Analysis on aggregate (1 per day per job site), Moisture Content of aggregate (1 per day if raining), Bitumen Content of emulsion (1 per batch), Softening Point of Residue (1 per batch), Rate of Application (1 per day per machine), Surface Irregularities assessment (every 100m per lane), and Joint assessment (every 100m per lane).
HINCOL evaluates aggregate sources across 7 quality attributes: Geology (rock origin), Shape (cubical, non-flaky — Flakiness Index limits), Texture (rough surface for binder adhesion), Cleanliness (dust-free), Abrasion Resistance (Los Angeles value), Reactivity (compatibility with cationic emulsion), and Soundness (resistance to weathering). Aggregate supply, gradation adjustments, and QA are managed by HINCOL.
Yes. HINCOL Chip Seal Emulsion RS2 is manufactured in strict compliance with IS 8887:2018 under ISO 9001:2015 certified quality management processes. All batches undergo testing in HINCOL’s NABL-accredited laboratories for bitumen content, viscosity, particle charge, storage stability, and residue properties before dispatch.
IS 8887:2018 | Rapid Setting Cationic RS2 | Min 65% Binder | Polymer Modified Available | ISO 9001:2015 | NABL-Accredited Lab | COLAS SA France Technology