Full Depth Reclamation (FDR) Mix Design
Sustainable pavement rehabilitation through in-situ recycling and stabiliser optimisation
Full Depth Reclamation (FDR) is a pavement rehabilitation technique that pulverises the entire existing asphalt layer along with a portion of the underlying base material, blends it with a stabilising agent, and re-compacts it to form a strong, homogeneous base layer. FDR mix design determines the optimal stabiliser type and dosage for this recycled material.
What Is Full Depth Reclamation (FDR) Mix Design?
Test Parameters & Acceptance Criteria
The following parameters are evaluated during FDR mix design. Acceptance criteria depend on the stabiliser type, traffic category, and pavement layer designation as specified in IRC SP 89 and ARRA guidelines.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Unconfined Compressive Strength (UCS) — 7 Day | 1.5-6.0 MPa (varies by layer) | MPa | IRC SP 89 Table 5.1 |
| Indirect Tensile Strength (ITS) — Dry | >= 150-300 kPa | kPa | ARRA Guidelines / ASTM D6931 |
| Tensile Strength Ratio (TSR) | >= 70-80% | % | ARRA Guidelines |
| Maximum Dry Density (MDD) | Determined per material | g/cc | IS 2720 Part 8 |
| Optimum Moisture Content (OMC) | Determined per material | % | IS 2720 Part 8 |
| Stabiliser Dosage (Cement) | 2-6% by weight of dry material | % | IRC SP 89 Cl. 5.3 |
| Stabiliser Dosage (Foamed Bitumen) | 1.5-3.5% by weight | % | ARRA / Wirtgen Manual |
| Reclaimed Material Gradation | 100% passing 37.5 mm, grading envelope per IRC SP 89 | IRC SP 89 Table 4.1 |
Applicable Indian & International Standards
Guidelines for Soil and Granular Material Stabilisation Using Cement, Lime and Fly Ash
Basic Asphalt Recycling Manual — Full Depth Reclamation Guidelines
Methods of Test for Soils — Determination of Water Content-Dry Density Relation Using Heavy Compaction
Methods of Test for Stabilised Soils — Determination of Unconfined Compressive Strength
Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures
Specifications for Road and Bridge Works — Section 400 (Sub-Base and Base Courses)
Equipment Used
Compression Testing Machine (CTM)
AIMIL / Controls
2000 kN capacity, digitally controlled loading rate
CalibratedMarshall Stability Testing Machine
AIMIL AIM-305
50 kN capacity for ITS determination
CalibratedHeavy Compaction Rammer (Modified Proctor)
4.89 kg rammer, 450 mm drop height
As per IS 2720 Part 8
CalibratedCylindrical Specimen Moulds
100 mm dia x 115 mm height (UCS moulds)
Set of 24 moulds for batch curing
CalibratedCuring Chamber
Thermostatically controlled humidity chamber
27 +/- 2 degrees C, 95% RH, capacity for 50 specimens
CalibratedIS Sieve Set (for Reclaimed Material Gradation)
Standard IS sieves 75 mm to 75 micron
Full set with mechanical shaker
CalibratedMix Design Process
Reclaimed Material Sampling & Characterisation
Day 1-2Representative samples of the pulverised reclaimed material (RAP + existing base) are collected from the project site — typically 80-100 kg. In the laboratory, the material is characterised for gradation (sieve analysis through 37.5 mm IS sieve), plasticity index (Atterberg limits), existing bitumen content (extraction test), and moisture content. This data determines which stabiliser type is most suitable and establishes the grading envelope per IRC SP 89 Table 4.1.
Moisture-Density Relationship
Day 2-3The Optimum Moisture Content (OMC) and Maximum Dry Density (MDD) of the reclaimed material are determined using heavy compaction (Modified Proctor) as per IS 2720 Part 8. For cement-stabilised FDR, the compaction test is performed with the selected cement percentage already blended into the soil to account for cement's effect on compaction characteristics. This establishes target density for specimen preparation.
Stabiliser Selection & Trial Dosages
Day 3-4Based on material characterisation, the appropriate stabiliser is selected — cement for granular materials with low plasticity, lime for high-plasticity soils, bitumen emulsion or foamed bitumen for RAP-rich mixes. Trial dosage levels are established: typically 2%, 3%, 4%, and 5% for cement, or 1.5%, 2.0%, 2.5%, and 3.0% for foamed bitumen. For each dosage, a minimum of three cylindrical specimens (100 mm x 115 mm) are prepared at OMC and compacted to achieve 97-100% MDD.
Specimen Curing
Day 4-11Compacted specimens are demoulded after 24 hours and placed in a controlled curing chamber maintained at 27 +/- 2 degrees C and 95% relative humidity. Cement-stabilised specimens are cured for 7 days as per IRC SP 89. For foamed bitumen specimens, curing protocols follow ARRA guidelines — typically 72 hours at 40 degrees C to simulate field conditions. Specimens are removed from curing and conditioned (some soaked for 4 hours for wet strength) before testing.
Strength Testing (UCS and ITS)
Day 11-12Cured specimens are tested for Unconfined Compressive Strength (UCS) as per IS 4332 Part 5 at a loading rate of 1.25 mm/min. For bitumen-stabilised FDR, Indirect Tensile Strength (ITS) is determined at 25 degrees C per ASTM D6931. Both dry and conditioned (soaked) specimens are tested to compute the Tensile Strength Ratio (TSR), which must exceed 70-80% to ensure moisture damage resistance.
Optimum Dosage Determination
Day 12-13UCS and ITS results are plotted against stabiliser dosage. The optimum dosage is selected as the minimum percentage that satisfies the target strength requirements specified in IRC SP 89 (e.g., minimum 4.5 MPa 7-day UCS for CTB layer in high-traffic corridors) while also meeting TSR and durability criteria. An economic analysis is included to help the contractor choose the most cost-effective option.
Report Generation & Recommendations
Day 13-15The final mix design report includes complete material characterisation data, moisture-density curves, UCS/ITS results at all trial dosages, the recommended optimum dosage, curing protocol for field implementation, and compaction specifications. The NABL-accredited report is delivered in both hard copy and digital format, along with construction guidelines for field execution of the FDR process.
Where FDR Mix Design Is Used
Detailed Information
FDR Mix Design
FDR Mix Design is a sustainable and cost-effective method used to rehabilitate and restore deteriorating or distressed pavement structures. It involves the recycling of the entire pavement structure, including the base, sub-base, and asphalt layers, through a mechanical process, without the need for significant excavation. FDR has gained popularity in recent years due to its ability to significantly reduce material costs, preserve natural resources, and minimize environmental impact. The FDR mix design plays a crucial role in ensuring the performance and longevity of the reclaimed pavement. This report provides an in-depth analysis of the design mix of Full Depth Reclamation (FDR), its uses, benefits, advantages, and the specific needs it addresses in the construction and rehabilitation of pavements.What is Full Depth Reclamation (FDR)?
Full Depth Reclamation (FDR) is a pavement rehabilitation technique where the entire thickness of an existing distressed asphalt pavement, including the base material, is pulverized and mixed with stabilizing agents to create a new, strong base layer. This process involves the use of heavy machinery, such as a reclaiming machine, to break up the asphalt layers and the underlying base material, which are then mixed together to create a homogenous material. After this, the material is treated with additives or stabilizers (e.g., cement, lime, fly ash, or bituminous binders) to enhance its strength and durability. FDR is an ideal option when rehabilitating roads with structural issues such as cracking, rutting, and fatigue. The rehabilitated pavement can support traffic loads for many years with minimal maintenance.
Components of Full Depth Reclamation
- Existing Pavement Layers
- Stabilizing Agents
- Cement: Provides strength and durability, especially when the base material has low structural capacity.
- Lime: Helps improve the material’s cohesion and workability, especially in soils with high plasticity.
- Fly Ash: Often used for its pozzolanic properties, contributing to the material’s long-term strength.
- Bituminous Binders: Improve moisture resistance and enhance the material’s flexibility.
- Additives
- Preliminary Evaluation
- Visual Inspection: Surface-level issues such as cracking, rutting, and potholes are noted.
- Falling Weight Deflectometer (FWD): A non-destructive testing device is used to measure the pavement’s structural capacity. It helps determine the stiffness and strength of the existing pavement structure.
- Core Sampling: Cores are extracted from the pavement to assess the thickness and condition of the individual layers, which helps in determining the amount of treatment needed.
- Laboratory Tests: Samples taken from the existing pavement may undergo laboratory tests, such as the California Bearing Ratio (CBR) or Unconfined Compressive Strength (UCS), to determine the appropriate stabilizer mix.
- Pulverization and Mixing
- Surface Preparation: The reclaiming machine is moved over the existing pavement, breaking up the asphalt layer and any underlying materials.
- Mixing: As the reclaimed materials are being pulverized, stabilizing agents are added to the mixture. This is done using the reclaiming machine or a separate mixer. The stabilization agents (such as cement, lime, or bituminous binders) are incorporated into the reclaimed material to improve the strength and durability of the final product.

- Stabilization and Additive Application
- Cement Stabilization: Cement is added to the pulverized material in a measured quantity (typically around 2–6% by weight) to improve the mix's compressive strength and moisture resistance. Cement reacts with the existing materials to form a stronger matrix.
- Lime Stabilization: Lime is often used to stabilize fine-grained soils, improving their workability and reducing their plasticity. It can be added in various proportions, depending on the soil characteristics.
- Bituminous Stabilization: Bitumen (or asphalt emulsion) can be used to enhance the moisture resistance and flexibility of the reclaimed material. Bituminous binders are often used in pavements that experience heavy traffic loads.
- Compaction
- Initial Compaction: The first pass of compaction is carried out by a pneumatic tire roller, which helps reduce the volume of air between the particles and begins the densification of the material.
- Secondary Compaction: A steel drum roller is typically used for the final compaction process to achieve the target density and strength of the material.
- Curing
- Final Grading and Pavement Surfacing
Design Mix for Full Depth Reclamation
The design mix of Full Depth Reclamation depends on a number of factors, including the condition of the existing pavement, traffic loads, climate conditions, and the type of stabilizing agent being used. The following aspects must be considered in the mix design:- Evaluation of Existing Pavement
- Material Proportions
- Thickness and Depth of Reclamation
- Compaction and Curing
Uses of Full Depth Reclamation
FDR is a versatile technique and can be used for a wide variety of applications. Some of the most common uses include:- Road Rehabilitation
- Pavement Reconstruction
- Utility Installation
- Temporary or Low-Volume Roads
Benefits of Full Depth Reclamation
FDR provides numerous benefits, making it an attractive choice for many road rehabilitation projects. These benefits include:1. Cost-Effectiveness
Full Depth Reclamation offers substantial cost savings when compared to conventional methods of pavement rehabilitation and reconstruction. In traditional road construction, large quantities of new materials need to be sourced, transported, and placed on-site. In contrast, FDR allows for the use of existing materials, which reduces both transportation and material costs. The savings in material costs can be particularly significant in projects involving large, distressed road networks. Additionally, the reduced time required for FDR means less downtime for road users, translating into fewer disruptions and less economic loss for businesses dependent on the road infrastructure.2. Long-Term Durability and Performance
FDR-treated roads tend to offer superior performance and durability when compared to other rehabilitation methods. The stabilization process not only enhances the strength of the material but also reduces the potential for moisture damage, which is a significant factor in pavement deterioration. By properly incorporating stabilizers, such as cement or lime, into the reclaimed material, the pavement’s resistance to cracking, rutting, and erosion is greatly improved. Moreover, because FDR can address both surface-level and sub-surface issues, it ensures a more comprehensive solution that can withstand higher traffic loads and environmental stressors over time.3. Reduced Maintenance Needs
The pavement formed through FDR is less prone to surface cracking and other forms of wear, which reduces the frequency and extent of necessary maintenance. When properly executed, FDR provides a strong, stable base for the new surface layer, requiring minimal maintenance over its service life. This makes it a preferred option for long-term infrastructure investment, as the need for costly and frequent repairs is minimized.
4. Sustainability and Environmental Benefits
By recycling the existing pavement materials, FDR directly contributes to the reduction of waste materials and the consumption of virgin materials. The carbon footprint associated with transporting new materials and hauling away old materials is significantly reduced, leading to a more environmentally sustainable approach to road rehabilitation. Additionally, the reclamation of the full depth of the pavement minimizes the need for raw material extraction, which is often associated with environmental degradation. FDR also aligns with the growing trend toward sustainable construction practices, making it a favourable option for government agencies and municipalities that are aiming to meet environmental goals and promote green building practices.Advantages of Full Depth Reclamation
In addition to its benefits, Full Depth Reclamation offers several advantages over traditional pavement rehabilitation methods:- Reduction in Material Costs
- Faster Construction Time
- Durability and Longevity
- Reduced Environmental Impact
Needs Addressed by Full Depth Reclamation
FDR addresses several key needs in the road construction and rehabilitation industry, including:- Pavement Preservation
- Resource Conservation
- Traffic Management
- Economic Viability
Conclusion
In conclusion, Full Depth Reclamation (FDR) is an advanced, cost-effective, and environmentally friendly technique for rehabilitating roads and pavements. The use of existing materials, combined with stabilization techniques such as cement, lime, and bitumen, allows for the creation of a new, durable pavement structure. FDR offers a number of benefits over traditional reconstruction methods, including reduced costs, quicker construction times, improved pavement longevity, and a significant reduction in environmental impact. As demand for sustainable and cost-effective road rehabilitation solutions increases, Full Depth Reclamation is poised to play a key role in the future of pavement maintenance and infrastructure renewal. By incorporating FDR into road management programs, municipalities and agencies can effectively address the pressing need for infrastructure improvements while ensuring a strong and sustainable transportation network.References
- "Full-Depth Reclamation with Stabilization," U.S. Federal Highway Administration, https://www.fhwa.dot.gov.
- Prowell, B. D., & Snoke, M. A. (2012). Full-Depth Reclamation of Asphalt Pavements. National Asphalt Pavement Association, https://www.asphaltpavement.org.
- Anderson, D. A., & Bowman, D. R. (2010). Design and Construction of Full Depth Reclamation. Journal of Transportation Engineering, 136(4), 303-311.
- Chen, L., & Tan, X. (2015). Recycling Asphalt Pavement with Full-Depth Reclamation. Journal of Civil Engineering and Construction Technology, 6(3), 45-56.
Photos & Lab Images
Why Choose NKMPV for FDR Mix Design?
NABL Accredited Results
Our FDR mix design reports carry NABL accreditation (ISO/IEC 17025:2017), making them accepted by NHAI, state PWDs, and independent design consultants without additional verification.
All Stabiliser Types Covered
Unlike labs that only handle cement stabilisation, NKMPV designs FDR mixes with cement, lime, bitumen emulsion, and foamed bitumen — giving your project the full range of options for optimal performance and economy.
Batch Curing Capacity
Our curing chamber accommodates up to 50 specimens simultaneously at controlled temperature and humidity, allowing us to test multiple dosages and stabiliser combinations in a single curing cycle without project delays.
Integrated Pavement Testing
We combine FDR mix design with companion tests — CBR for subgrade, aggregate characterisation for blending, and CTB/CTSB design — delivering a complete pavement layer package in one engagement.
Field Implementation Support
Every FDR report includes construction guidelines covering pulverisation depth, mixing sequence, compaction specifications, and curing protocol, helping your field team translate laboratory results into site practice.