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For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Full depth reclamation mix design to IRC SP 89 — stabiliser dosage, UCS, ITS and TSR testing for cement and foamed-bitumen recycled bases in highway rehabilitation
FDR stands for Full Depth Reclamation — recycling an existing distressed pavement in place by pulverising it and stabilising it (with cement, foamed bitumen or emulsion) into a new base layer. The mix design follows IRC SP 89 and MoRTH. NKMPV designs FDR mixes as a NABL-accredited laboratory.
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.
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 |
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)
AIMIL / Controls
2000 kN capacity, digitally controlled loading rate
CalibratedAIMIL AIM-305
50 kN capacity for ITS determination
Calibrated4.89 kg rammer, 450 mm drop height
As per IS 2720 Part 8
Calibrated100 mm dia x 115 mm height (UCS moulds)
Set of 24 moulds for batch curing
CalibratedThermostatically controlled humidity chamber
27 +/- 2 degrees C, 95% RH, capacity for 50 specimens
CalibratedStandard IS sieves 75 mm to 75 micron
Full set with mechanical shaker
CalibratedRepresentative 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.
The 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.
Based 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.
Compacted 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.
Cured 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.
UCS 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.
The 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 report is delivered in both hard copy and digital format, along with construction guidelines for field execution of the FDR process.



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.
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.
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.
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.
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.
Full Depth Reclamation (FDR) is a pavement rehabilitation technique that recycles the entire existing bituminous pavement plus a portion of the underlying base/sub-grade in-place. The pulverised mix is treated with a stabiliser (cement, bitumen emulsion, foam bitumen, lime, or combinations) and compacted to form a new structural base. Advantages: 30-50% lower cost than full reconstruction; 70-80% lower material trucking; faster construction (no excavation/disposal cycle); preserves vertical alignment without raising road level. Governed by: IRC SP 89 Part 2:2018 (Cement-treated), IRC SP 100 (Bitumen emulsion/foamed bitumen FDR). Best application: rehabilitation of pavements with extensive surface distress but intact sub-grade.
Four main stabiliser systems for FDR per IRC SP 89/100: (1) Cement (CFDR) — 3-6% cement by dry weight, gives high strength (UCS >3 MPa at 7 days), short cure time, but risk of shrinkage cracking; best for granular base layers. (2) Bitumen emulsion (BSM) — 2.5-4.5% residual binder, gives flexible base with crack-resistance; suitable for moderate-traffic corridors. (3) Foamed bitumen — similar to emulsion but uses hot bitumen + cold water injection; faster cure, suitable for high-PI soils. (4) Lime + cement for high-plasticity sub-grade — lime modifies plasticity, cement adds strength. Mix design selects optimum stabiliser content based on aggregate gradation, soil PI, design traffic, and target UCS. NKMPV designs all four FDR systems per IRC SP 89/100.
FDR mix design per IRC SP 89/100: (1) Existing pavement sampling — extract representative cores or pulverised mix from candidate stretches. (2) Gradation analysis — sieve analysis to determine combined aggregate gradation. (3) Soil testing — plasticity (LL, PL, PI), MDD/OMC, CBR of pulverised mix. (4) Trial mix preparation — at 3-5 stabiliser contents (e.g., cement 3%, 4%, 5%, 6%). (5) Compaction at MDD/OMC, cylindrical specimens cast. (6) UCS testing at 7 and 28 days per IS 4332 (cement) or IS 4332 / ASTM D1633 (emulsion). (7) Optimum content selection — minimum stabiliser content achieving target UCS (typically 1.5-3.0 MPa at 7 days). (8) Recommended construction mix with field-quality-control parameters. Standard deliverable: 18-22 working days from sample receipt.
Coverage
Wherever your project is, there are two ways to work with NKMPV on FDR Mix Design.
For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Distance is not a constraint for laboratory testing. Send samples to our Pinjore laboratory and receive the digital report on completion — the route most of our out-of-region clients use.
These are locations where we have completed projects — not the boundary of our service area. We mobilise across India on request. See full coverage & project locations →
FDR Mix Design is carried out to IRC SP 89:2018, ARRA (Asphalt Recycling and Reclaiming Association), IS 2720 Part 8 and IS 4332 Part 5, as listed in the Applicable Standards section of this page. Tell us the specification your project must comply with and the quotation will state the standard the work follows.
Our laboratory is at Pinjore, Haryana, within same-day reach of Chandigarh, Panchkula, Mohali, Ambala and the wider Tri-City. If you are further away, distance is not a constraint: our field team travels to site anywhere in India for on-site work, and for laboratory tests you can courier samples to the Pinjore lab and receive the report digitally. Clients across Punjab, Haryana, Himachal Pradesh, Delhi-NCR, Uttarakhand, Rajasthan, Uttar Pradesh, Jammu and Kashmir and Ladakh already work with us this way.
Yes. NKMPV operates pan-India. We have delivered projects across Chandigarh, Panchkula, Mohali, Ambala, Karnal, Kurukshetra, Yamunanagar, Hisar and beyond, and we mobilise to greenfield and remote corridors on request. The 18 locations listed on our site are the places we have already worked — not the limit of where we go.
Send us the project details — location, quantity, and the standard you need to comply with — and you get a written quotation, usually within one working day. Pricing depends on sample count, site access and mobilisation distance, so we quote per project rather than publishing a fixed rate. Call +91-82953-60108 or use the quote form; every quotation states the applicable IS/IRC standard.
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