HINCOL Emulsion SS2FDR (Bulk)

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Slow Setting · Cationic · High Residue · FDR

HINCOL Emulsion SS2 FDR

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.

♻️ 100% RAP Recycling 🌱 Sustainable 💰 25–40% Cost Saving 🌡️ No Heating Required 🛣️ NHAI / MoRTH Recognised ⚡ Single-Pass Construction
Product Overview

What is HINCOL Emulsion SS2 FDR?

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.

♻️ What is Full Depth Reclamation?
Full Depth Reclamation (FDR) is a pavement rehabilitation technique where the existing distressed bituminous layer and a portion of the underlying granular base are pulverised in-place to a depth of 150–300 mm, mixed with a stabilising binder (SS2 FDR emulsion + water + optional cement), and re-compacted to form a new stabilised base course. The entire process happens on-site, in one pass, without removing any material from the road. The result: a fully recycled, structurally enhanced pavement base — ready for a new wearing course overlay.

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.

Why FDR?

Why Choose Full Depth Reclamation Over Mill & Fill?

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.

25–40%
Project cost saving vs Mill & Fill
100%
RAP material reused — zero landfill
~50%
Reduction in virgin aggregate
60%+
Less truck movement / CO₂ emissions
Faster construction speed
150-300mm
Treatment depth in a single pass
See FDR In Action

Cold Recycling & FDR with HINCOL Emulsion

Watch how HINCOL’s emulsion-stabilised cold recycling transforms a distressed pavement into a new structural base in a single pass.

Technical Specifications

SS2 FDR Technical Specifications

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.

PropertySpecificationTest Method
TypeSlow Setting Cationic (SS2)IS 8887
Residue by Evaporation, % min60IS 8887 / ASTM D6997
Viscosity, Saybolt Furol at 50°C, sec30 – 150IS 8887
Particle ChargePositive (Cationic)IS 8887
Sieve Test (residue on 600 µm), % max0.05IS 8887
Storage Stability, 24 hr, % max1.0IS 8887
Coating Ability & Water ResistanceGoodIS 8887
Mixing Stability with Cement, % max2.0IS 8887
Residue Penetration at 25°C60 – 150IS 1203
Residue Ductility at 27°C, cm min50IS 1208
Residue Solubility in Trichloroethylene, % min98IS 1216
📌 Key advantage: The 60% minimum residue content means more bitumen binder is delivered per kg of emulsion — ensuring better RAP coating, stronger recycled base, and lower overall emulsion consumption per cubic metre of recycled mix.
FDR Process

How the FDR Process Works with SS2 FDR

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.

Step 1

Pre-Pulverisation Survey

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.

Step 2

Pulverisation

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.

Step 3

Emulsion + Water Injection

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.

Step 4

In-Drum Mixing

The mixing drum thoroughly blends RAP, virgin aggregate (if added), emulsion, water, and cement (if specified) — producing a homogeneous recycled mix.

Step 5

Placement & Grading

The recycled mix is deposited behind the recycler in a uniform mat. A motor grader trims the surface to design line and grade.

Step 6

Compaction

Pneumatic roller compacts initially (kneading action), followed by vibratory steel-wheel roller for final density (typically 95% of Modified Proctor).

Step 7

Curing

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.

Step 8

Wearing Course Overlay

Once cured, a new bituminous wearing course (BC/DBM/PMB) is laid over the recycled base — completing the rehabilitation.

Application Rates

Recommended SS2 FDR Application Rates

Exact emulsion dosage is determined by mix design trials. The values below are typical ranges for planning purposes.

Residual Binder Content

1.5 – 3.5%

By weight of dry RAP/aggregate mix. Mix design trial determines optimum.

SS2 FDR Emulsion Dosage

2.5 – 5.5%

By weight of dry mix (since SS2 FDR has 60%+ residue).

Water Addition

1.5 – 4%

Total fluid content (emulsion + water) typically 4–8% by weight.

Cement (Optional)

1 – 2%

Added when faster early strength or higher stiffness is required.

Treatment Depth

150 – 300mm

Single-pass depth. Deeper treatments require staged operations.

Compaction Density

95% MPD

Of Modified Proctor Density, measured by nuclear density gauge.

✅ Important: Always conduct a laboratory mix design trial with project-specific RAP samples before bulk operations. The trial determines the optimum emulsion content (OEC) based on Marshall stability, Indirect Tensile Strength (ITS), and moisture susceptibility (TSR). HINCOL provides full mix design support for FDR projects through our NABL-accredited laboratory.
FDR vs Mill & Fill

FDR with SS2 FDR vs Conventional Mill & Fill

Side-by-side comparison of the two pavement rehabilitation approaches:

Parameter FDR with SS2 FDR Mill & Fill (Conventional)
Existing Material100% reused in-placeRemoved & disposed
Virgin Aggregate RequiredMinimal / Zero100% new aggregate
Truck MovementVery lowVery high (haul old + deliver new)
Construction SpeedFast (single-pass)Slow (multi-stage)
Traffic DisruptionMinimal (1 lane closure)Heavy (multi-lane & long duration)
Project Cost (per km)Saves 25–40%Higher baseline cost
CO₂ EmissionsVery low (no heating, low haul)High (hot mix + haulage)
Structural StrengthExcellent (deep stabilised base)Excellent (new layer)
Reflective Cracking RiskReduced (cracks pulverised)High if base cracks remain
Best ForDistressed pavements with full-depth issuesWearing course replacement only
🎯 When to choose FDR: FDR is ideal when distress extends beyond the wearing course into the underlying layers — alligator cracking, rutting linked to base failure, weak subgrade, or reflective cracking from old pavement. For surface-only distress (raveling, minor cracking in the wearing course), Mill & Fill or surface treatments may be more cost-effective.
Product Differentiation

SS2 FDR vs SS2-Stab — What’s the Difference?

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 ApplicationCold In-Place Recycling / FDREmulsion Treated Base (ETB) / Soil Stabilisation
Input MaterialExisting pavement (RAP + base)Virgin granular aggregate or soil
Project TypePavement rehabilitationNew construction / base building
Treatment Depth150–300 mm (full depth)100–250 mm (base layer)
EquipmentCold recycler / reclaimerSoil stabiliser / mix-in-place plant
Setting BehaviorSlow setting (for in-place mixing)Slow setting (for mix-and-haul)
Standard ReferenceMoRTH Cold Recycling clausesMoRTH ETB / Stabilisation clauses
Quick rule of thumb:
  • Existing road needs rehabilitation → SS2 FDR
  • New base needs to be built → SS2-Stab
Key Benefits

Advantages of HINCOL Emulsion SS2 FDR

  • Single-Pass Construction — Pulverisation, mixing, placement happens in one pass with the cold recycler. No multi-stage logistics, no separate plants.
  • 100% RAP Utilisation — Existing bituminous pavement is fully recycled in-place. Zero landfill, zero disposal cost.
  • High Residue Content (60%+) — More bitumen binder per kg of emulsion means better RAP coating and stronger recycled base.
  • No Heating Required — Applied at ambient temperature. No bitumen heaters, no fuel cost, no thermal safety hazards.
  • Eliminates Reflective Cracking — Old pavement cracks are pulverised and homogenised — they cannot propagate to the new overlay.
  • Stronger Stabilised Base — Bitumen emulsion creates a flexible, water-resistant stabilised base — superior to unbound granular base.
  • Faster Project Completion — Single-pass operation typically achieves 0.8–1.5 km per day per recycler — 2× faster than Mill & Fill.
  • Lower Carbon Footprint — No hot bituminous mix, no virgin aggregate hauling, no waste hauling — major CO₂ reduction.
  • NHAI / MoRTH Recognised — Cold in-place recycling with bitumen emulsion is covered under MoRTH Specifications and has been used on NHAI projects.
  • Full Project Support — HINCOL provides lab mix design, on-site technical support, and emulsion supply logistics tailored to FDR projects.
Storage & Handling

Storage and Handling Guidelines

  • Storage Temperature: Maintain between 10°C and 50°C. Never freeze. Never heat above 85°C — overheating breaks the emulsion permanently.
  • Storage Containers: Use clean, sealed bulk tanks or original 200 kg drums (MS or HDPE). Tank materials: mild steel or stainless steel (avoid copper, aluminium, galvanised surfaces).
  • Agitation: Gentle weekly circulation or drum rolling is recommended for storage beyond 2 weeks. Avoid high-shear pumps that can destabilise the emulsion.
  • Shelf Life: Approximately 3 months in sealed containers under recommended storage conditions.
  • On-Site Handling: Connect emulsion tankers directly to the cold recycler’s emulsion supply system. Maintain consistent flow rate during pulverisation.
  • Cross-Contamination: Never mix cationic SS2 FDR with anionic emulsions — coagulation will occur instantly. Use dedicated tanks and pipelines.
  • Safety: Standard PPE — gloves, goggles, full-sleeve clothing. Wash spills with cold water before the emulsion breaks. Refer to HINCOL MSDS for full safety information.
Where SS2 FDR is Used

Typical FDR Projects Using SS2 FDR

  • National Highway Rehabilitation — NHAI projects where the existing bituminous pavement has reached structural failure and full-depth treatment is needed.
  • State Highway Strengthening — PWD/State highway authority projects upgrading low-volume roads to higher traffic categories.
  • Rural Road Reconstruction — PMGSY and rural road upgrade projects with limited budgets and remote locations (FDR’s low logistics footprint is ideal).
  • Airport Taxiway Rehabilitation — Where minimising operational disruption is critical and FDR’s single-pass speed delivers project completion faster than Mill & Fill.
  • Heavy Industrial Yard / Port Pavements — Where heavy axle loads have caused full-depth failure and a stiffer stabilised base is needed.
  • Urban Arterial Roads — Where traffic disruption windows are short and FDR’s single-pass speed enables work within 24–48 hour closures.
Order Now

Order HINCOL Emulsion SS2 FDR

Pan-India bulk supply with full mix design support, on-site technical assistance, and FDR project consultation. Contact HINCOL today.

Request a Quotation for SS2 FDR

Bulk tanker or 200 kg drum supply for FDR projects across India. Mix design and technical support included.

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FAQs

Frequently Asked Questions — HINCOL SS2 FDR

What is HINCOL Emulsion SS2 FDR used for?

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.

What is the difference between SS2 FDR and SS2-Stab?
  • SS2 FDR — For recycling EXISTING pavement (RAP + base) in-place. Used in pavement rehabilitation projects.
  • SS2-Stab — For stabilising VIRGIN granular aggregate or soil to build new bases. Used in new construction projects.

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.

How much SS2 FDR emulsion is needed per km of FDR?

For a typical 7m wide single carriageway treated to 200 mm depth, with 4% emulsion dosage by weight of dry mix:

  • Volume of mix per km: 7 m × 1000 m × 0.20 m = 1,400 m³
  • Mass of mix: ~3,150 tonnes (assuming 2,250 kg/m³ compacted density)
  • SS2 FDR emulsion needed: ~126 tonnes per km @ 4% dosage

Exact quantity depends on project geometry, treatment depth, RAP gradation, and mix design results. HINCOL provides project-specific quantity estimates with mix design support.

Can SS2 FDR be used with cement?

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.

How long does the FDR base take to cure before overlay?

Typical curing time before placing the wearing course overlay is 2–7 days, depending on:

  • Weather: Hot, dry conditions cure faster (2–3 days). Cool or humid conditions slower (5–7 days)
  • Treatment depth: Deeper treatments require longer curing
  • Cement addition: Cement co-stabilised bases reach overlay-ready state in 2–3 days

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.

What machines are needed for FDR with SS2 FDR?

FDR requires the following equipment:

  • Cold Recycler / Reclaimer: Wirtgen WR-series, Bomag BM, or equivalent — the primary machine
  • Emulsion Tanker: Connected to the recycler for continuous emulsion supply
  • Water Tanker: Connected to the recycler for water injection
  • Motor Grader: For trimming the recycled mat to design grade
  • Pneumatic Tyred Roller: For initial kneading compaction
  • Vibratory Steel-Wheel Roller: For final compaction to target density
  • Optional: Cement spreader (for cement co-stabilisation), bituminous paver (if recycled mix is being placed in a second pass)
Is FDR with bitumen emulsion recognised by NHAI/MoRTH?

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.

What is the shelf life and storage condition of SS2 FDR?

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.

Quality & Compliance

IS 8887 | MoRTH Cold Recycling | ISO 9001:2015 | NABL-Accredited Testing | HPCL + COLAS SA France JV

IS 8887 MoRTH NABL ISO 9001 HPCL JV