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As India’s leading bitumen emulsion manufacturer, HINCOL’s Emulsion SS2 FDR is a high-residue slow setting cationic bitumen emulsion engineered for Full Depth Reclamation (FDR) and Cold In-Place Recycling (CIR) of distressed bituminous pavements — turning old roads into structurally sound bases without removing a single truckload of material.
HINCOL Emulsion SS2 FDR is a high-residue (60%+) slow setting cationic bitumen emulsion formulated specifically for cold in-place recycling of asphalt pavements. When injected into a cold recycler/reclaimer machine along with water (and optionally cement), it binds pulverised Reclaimed Asphalt Pavement (RAP) material into a new, structurally stable base course — all in a single pass, on-site, at ambient temperature.
SS2 FDR’s slow setting characteristic gives the recycler machine ample time to mix, place, shape, and compact the recycled material before the emulsion breaks and cures. The high residue content (60%+) means more bitumen binder per kg of emulsion — translating directly to better RAP coating and stronger recycled base.
Conventional pavement rehabilitation requires milling out the old layer, hauling it to a disposal site, trucking in new virgin aggregate and asphalt mix, and laying it hot. FDR eliminates all of that — and saves 25–40% in project cost.
Watch how HINCOL’s emulsion-stabilised cold recycling transforms a distressed pavement into a new structural base in a single pass.
SS2 FDR meets the requirements of IS 8887 for SS2 grade cationic emulsions with enhanced residue content for cold recycling applications. Every batch is tested in HINCOL’s NABL-accredited laboratory.
| Property | Specification | Test Method |
|---|---|---|
| Type | Slow Setting Cationic (SS2) | IS 8887 |
| Residue by Evaporation, % min | 60 | IS 8887 / ASTM D6997 |
| Viscosity, Saybolt Furol at 50°C, sec | 30 – 150 | IS 8887 |
| Particle Charge | Positive (Cationic) | IS 8887 |
| Sieve Test (residue on 600 µm), % max | 0.05 | IS 8887 |
| Storage Stability, 24 hr, % max | 1.0 | IS 8887 |
| Coating Ability & Water Resistance | Good | IS 8887 |
| Mixing Stability with Cement, % max | 2.0 | IS 8887 |
| Residue Penetration at 25°C | 60 – 150 | IS 1203 |
| Residue Ductility at 27°C, cm min | 50 | IS 1208 |
| Residue Solubility in Trichloroethylene, % min | 98 | IS 1216 |
A single self-propelled cold recycler machine performs the entire FDR sequence in one pass — pulverising the old pavement, injecting emulsion and water, mixing, and depositing the recycled mix ready for grading and compaction.
Pavement is surveyed for thickness, RAP gradation is sampled, and mix design trials in a NABL lab determine the optimum emulsion content, water content, and (if needed) cement content.
A cold recycler/reclaimer machine (Wirtgen WR-series or equivalent) pulverises the existing bituminous layer plus 30–50 mm of granular base to 150–300 mm depth using a milling drum.
SS2 FDR emulsion (at design rate, typically 2.5–5.5% by weight of dry mix) and water are precisely injected into the milling chamber through the recycler’s integrated spray bars.
The mixing drum thoroughly blends RAP, virgin aggregate (if added), emulsion, water, and cement (if specified) — producing a homogeneous recycled mix.
The recycled mix is deposited behind the recycler in a uniform mat. A motor grader trims the surface to design line and grade.
Pneumatic roller compacts initially (kneading action), followed by vibratory steel-wheel roller for final density (typically 95% of Modified Proctor).
The recycled base is allowed to cure for 2–7 days as the emulsion breaks and water evaporates. Light traffic is permitted after 24 hours.
Once cured, a new bituminous wearing course (BC/DBM/PMB) is laid over the recycled base — completing the rehabilitation.
Exact emulsion dosage is determined by mix design trials. The values below are typical ranges for planning purposes.
By weight of dry RAP/aggregate mix. Mix design trial determines optimum.
By weight of dry mix (since SS2 FDR has 60%+ residue).
Total fluid content (emulsion + water) typically 4–8% by weight.
Added when faster early strength or higher stiffness is required.
Single-pass depth. Deeper treatments require staged operations.
Of Modified Proctor Density, measured by nuclear density gauge.
Side-by-side comparison of the two pavement rehabilitation approaches:
| Parameter | FDR with SS2 FDR | Mill & Fill (Conventional) |
|---|---|---|
| Existing Material | 100% reused in-place | Removed & disposed |
| Virgin Aggregate Required | Minimal / Zero | 100% new aggregate |
| Truck Movement | Very low | Very high (haul old + deliver new) |
| Construction Speed | Fast (single-pass) | Slow (multi-stage) |
| Traffic Disruption | Minimal (1 lane closure) | Heavy (multi-lane & long duration) |
| Project Cost (per km) | Saves 25–40% | Higher baseline cost |
| CO₂ Emissions | Very low (no heating, low haul) | High (hot mix + haulage) |
| Structural Strength | Excellent (deep stabilised base) | Excellent (new layer) |
| Reflective Cracking Risk | Reduced (cracks pulverised) | High if base cracks remain |
| Best For | Distressed pavements with full-depth issues | Wearing course replacement only |
Both are slow setting cationic emulsions, but they serve completely different applications. Choosing the right grade is critical to project success.
| Parameter | SS2 FDR | SS2-Stab |
|---|---|---|
| Primary Application | Cold In-Place Recycling / FDR | Emulsion Treated Base (ETB) / Soil Stabilisation |
| Input Material | Existing pavement (RAP + base) | Virgin granular aggregate or soil |
| Project Type | Pavement rehabilitation | New construction / base building |
| Treatment Depth | 150–300 mm (full depth) | 100–250 mm (base layer) |
| Equipment | Cold recycler / reclaimer | Soil stabiliser / mix-in-place plant |
| Setting Behavior | Slow setting (for in-place mixing) | Slow setting (for mix-and-haul) |
| Standard Reference | MoRTH Cold Recycling clauses | MoRTH ETB / Stabilisation clauses |
Pan-India bulk supply with full mix design support, on-site technical assistance, and FDR project consultation. Contact HINCOL today.
Bulk tanker or 200 kg drum supply for FDR projects across India. Mix design and technical support included.
GST invoice & assured quality. Contact: corporate@hincol.com
HINCOL Emulsion SS2 FDR is used as the stabilising binder in Full Depth Reclamation (FDR) and Cold In-Place Recycling (CIR) projects. The emulsion is injected into a cold recycler/reclaimer machine where it binds pulverised Reclaimed Asphalt Pavement (RAP) material into a new structurally sound base course. Typical applications include NHAI highway rehabilitation, state PWD road reconstruction, PMGSY rural road upgrades, and airport taxiway rehabilitation.
Both are slow setting cationic emulsions per IS 8887, but they are engineered and supplied for different applications. Always specify the correct grade for your project to ensure performance.
For a typical 7m wide single carriageway treated to 200 mm depth, with 4% emulsion dosage by weight of dry mix:
Exact quantity depends on project geometry, treatment depth, RAP gradation, and mix design results. HINCOL provides project-specific quantity estimates with mix design support.
Yes. SS2 FDR works excellently with cement co-stabilisation at 1–2% cement by weight of dry mix. The cement provides faster early strength gain (24–72 hours) while the emulsion provides flexibility and water resistance. Cement-emulsion co-stabilised bases are particularly useful where traffic must be reopened quickly or where higher base stiffness is required for heavy traffic. The Cement Mixing Test (max 2.0%) on the emulsion confirms compatibility with cement.
Typical curing time before placing the wearing course overlay is 2–7 days, depending on:
Curing is confirmed by moisture content testing — when in-place moisture is below 50% of optimum, the base is ready for overlay. Light traffic can usually be permitted after 24 hours.
FDR requires the following equipment:
Yes. Cold In-Place Recycling using bitumen emulsion is recognised in the MoRTH Specifications for Road and Bridge Works under cold recycling and full depth reclamation clauses. NHAI has executed multiple cold recycling projects on national highways using emulsion-stabilised base courses. SS2 FDR conforms to the binder requirements per these specifications and can be supplied with a Mill Test Certificate (MTC) confirming compliance.
HINCOL SS2 FDR has a shelf life of approximately 3 months in sealed containers stored at 10°C–50°C. For storage beyond 2 weeks, gentle weekly circulation or drum rolling is recommended to maintain homogeneity. Never freeze, never heat above 85°C. Avoid copper, aluminium, or galvanised storage containers — use only mild steel, stainless steel, or HDPE.
IS 8887 | MoRTH Cold Recycling | ISO 9001:2015 | NABL-Accredited Testing | HPCL + COLAS SA France JV