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Field dry density by core cutter to IS 2720 Part 29 — in-situ density, moisture content and degree of compaction against Proctor MDD for cohesive soil layers
The core cutter method determines the in-situ dry density of fine-grained, cohesive soil by driving a steel core cutter of known volume into the ground and weighing the soil recovered. It follows IS 2720 (Part 29) and is used to verify field compaction of embankments and subgrades. NKMPV performs field density testing as a NABL-accredited laboratory.
The core cutter method is a rapid field test that determines the in-situ dry density of fine-grained, cohesive soils free of coarse gravel. It is the most widely used compaction control check on embankment and subgrade construction sites across India.
The following parameters are determined during the core cutter test. Acceptance criteria for degree of compaction depend on the project specification — MoRTH, state PWD, and railway norms are most commonly referenced.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Bulk Density (Field) | 1.60-2.20 | g/cc | IS 2720 Part 29 Cl. 5 |
| Field Dry Density | 1.40-2.00 | g/cc | IS 2720 Part 29 Cl. 5 |
| In-Situ Moisture Content | Recorded | % | IS 2720 Part 2 |
| Degree of Compaction | ≥ 95-97% of MDD | % | MoRTH 5th Rev. Cl. 305.2 |
| Core Cutter Volume | 1021 (approx.) | cc | IS 2720 Part 29 Cl. 3 |
| Maximum Dry Density (Reference) | From Proctor Test | g/cc | IS 2720 Part 7 / Part 8 |
Methods of Test for Soils — Determination of Dry Density of Soils In-Place by the Core Cutter Method
Methods of Test for Soils — Determination of Water Content
Methods of Test for Soils — Determination of Water Content-Dry Density Relation Using Light Compaction
Methods of Test for Soils — Determination of Water Content-Dry Density Relation Using Heavy Compaction
Specifications for Road and Bridge Works — Section 300 (Earthwork)
Standard IS cutter (100 mm internal dia x 130 mm height)
Seamless steel, wall thickness 3 mm, bevelled cutting edge
Calibrated25 mm high, fitted on top of core cutter
Protects cutter rim from rammer impact during driving
CalibratedStandard 5.9 kg rammer
For driving the core cutter into compacted soil
CalibratedVarious — precision electronic balance
5 kg capacity, least count 0.1 g
CalibratedVarious — hot air oven
Maintains 105-110 degrees C for moisture content determination
CalibratedStandard laboratory grade
For trimming soil flush with core cutter ends
CalibratedThe compacted soil layer to be tested is cleaned and levelled to expose a smooth, flat surface approximately 300 mm x 300 mm. Any loose material is removed. The test location is selected based on the project frequency requirement — typically one test per 500 cubic metres of earthwork or as specified in the contract. The layer thickness must exceed the length of the core cutter (130 mm).
The core cutter is cleaned, dried, and weighed to the nearest 0.1 g. Its internal dimensions (diameter and height) are verified using vernier callipers, and the internal volume is calculated. The steel dolly is checked for fit and placed on top of the cutter. This pre-test calibration ensures volume accuracy per IS 2720 Part 29.
The core cutter with the dolly fitted on top is placed on the levelled soil surface with the cutting edge facing down. Using the steel rammer, the cutter is driven vertically into the soil until approximately 15 mm of the dolly remains above the surface. Care is taken to ensure the cutter is driven uniformly and vertically — tilting introduces volume errors. The surrounding soil is then excavated carefully using a pickaxe and spade without disturbing the sample inside the cutter.
The core cutter containing the undisturbed soil sample is lifted from the ground. The dolly is removed. Both ends of the cutter are trimmed flush using a straight edge and palette knife, ensuring no soil extends beyond or recesses below the rim. The cutter with the soil sample is weighed to the nearest 0.1 g. Any voids, cracks, or visual disturbance in the sample face indicate an invalid test, requiring a re-test.
A representative soil sample of approximately 50-100 g is taken from the core for moisture content determination per IS 2720 Part 2. The sample is placed in a weighed, clean moisture content container, weighed, and then oven-dried at 105-110 degrees C for 24 hours. The dried sample is re-weighed. The moisture content is calculated as the ratio of the mass of water lost to the mass of dry soil, expressed as a percentage.
The bulk density is calculated by dividing the net mass of the soil sample (mass of cutter with soil minus mass of empty cutter) by the internal volume of the cutter. The dry density is then derived from the bulk density and moisture content using the formula: Dry Density = Bulk Density / (1 + w), where w is the water content expressed as a fraction. The degree of compaction is determined by comparing field dry density with the MDD from the Proctor test.
The NABL-accredited test report includes bulk density, moisture content, dry density, and the degree of compaction expressed as a percentage of MDD. The report also records the test location coordinates, layer number, and chainage for traceability. If the degree of compaction falls below the specified minimum (typically 95-97%), the layer is flagged for re-compaction and re-testing.
Our core cutter test reports carry NABL accreditation (ISO/IEC 17025:2017), making them accepted by NHAI, state PWDs, courts, and arbitration tribunals without additional verification.
Our trained field technicians travel directly to your construction site with calibrated core cutters and supporting equipment. We cover active projects across Punjab, Haryana, Himachal Pradesh, and Chandigarh — no need to transport samples to our lab.
Core cutter testing is completed in the field within minutes. With parallel oven-drying at our Pinjore laboratory, we deliver final dry density and degree of compaction results within the same working day — critical for fast-moving earthwork operations.
Every core cutter in our inventory is dimensionally verified and weighed before each deployment. Volume calibration ensures density calculations are accurate to the standards demanded by IS 2720 Part 29 and NABL audit requirements.
We combine core cutter field testing with laboratory MDD/OMC (Proctor) testing, moisture content determination, and grain size analysis to deliver a complete compaction quality control package in a single engagement.
The core cutter method per IS 2720 Part 29:1975 determines the in-situ dry density of compacted cohesive soil by driving a steel cutter (typically 100 mm diameter × 130 mm long) into the soil with a dolly and rammer until fully embedded. The cutter is then excavated, soil-filled core is trimmed flush, total weight is taken, and a small sample is oven-dried to determine moisture content. Dry density = (Wet weight − Empty cutter weight) / (Cutter volume × (1 + w)) where w is moisture content. Used to verify field compaction of cohesive sub-grade, embankment fills, and cohesive base courses per MoRTH and IRC 36.
Use core cutter (IS 2720 Part 29) for cohesive soils — clays, silts, plastic soils — where the cutter can be hammered in cleanly without grain interference. Best for: sub-grade (mostly cohesive), CL/CH/ML soil embankments, lime-stabilised sub-grade. Use sand replacement method (IS 2720 Part 28) for gravelly or granular soils — GSB, WMM, sandy embankments — where coarse particles would damage a cutter cutting edge. MoRTH specifications mandate sand replacement for granular layers and accept core cutter for cohesive layers. For mixed-grain soils, sand replacement is the safer choice.
Per MoRTH Specifications Section 305 (embankment) / 401 (GSB) / 406 (WMM): minimum field dry density must reach a specified percentage of the laboratory MDD (from IS 2720 Part 7 Standard Proctor or Part 8 Modified Proctor): Embankment: ≥ 95% of MDD. Sub-grade: ≥ 97% of MDD. Granular sub-base (GSB): ≥ 98% of MDD. Wet mix macadam (WMM) base: ≥ 98% of MDD. Test frequency: one test per 1000 m² per layer for sub-grade/GSB; one per 500 m² for WMM. Moisture content must be within ±2% of laboratory OMC at the time of compaction testing. NKMPV provides field density testing with NABL-accredited deliverables on a per-test or daily-rate basis.
Coverage
Wherever your project is, there are two ways to work with NKMPV on Core Cutter Method Test.
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 →
Core Cutter Method Test is carried out to IS 2720 Part 29, IS 2720 Part 2, IS 2720 Part 7 and IS 2720 Part 8, 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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