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Table of Contents

Granular Sub-Base (GSB) Construction, QC, Tests & Calculations – MoRTH 401

GSB Construction Method – MORTH 401 Guide with Material, CBR & QA (2026)

MoRTH Reference: Section 400 – Clause 401 (5th Revision)
Role: Structural foundation layer for flexible pavements

1. Scope of Granular Sub-Base

Granular Sub-Base (GSB) is the foundation of durable highways. This guide provides complete MORTH 401 specifications, material selection, gradation limits, CBR & compaction criteria, layer thickness, and QA procedures. Perfect for site engineers and QA/QC teams, it ensures stable pavements, accurate construction, and long-lasting performance.

2. Materials & Physical Requirements

  • Crushed stone, gravel, moorum, sand or approved combinations
  • Free from organic matter, clay lumps, and deleterious materials
PropertyRequirement
CBR (Soaked)≥ 30%
Aggregate Impact Value≤ 40%
Liquid Limit≤ 25%
Plasticity Index≤ 6%

3. GSB Gradation Requirements (MoRTH Table 400-1)

SieveGr-1Gr-2Gr-3Gr-4Gr-5Gr-6
75 mm100-100-100-
53 mm80–100100-10080–100100
26.5 mm55–9070–10055–7550–8055–9075–100
4.75 mm25–5540–6510–3015–3525–5030–55
0.075 mm<5<5<5<5-0–3

4. Construction Methodology

4.1 Subgrade Preparation

  • Subgrade compacted to ≥97% MDD
  • Correct line, level, camber verified

4.2 Spreading & Mixing

  • Mechanical mixing preferred
  • Moisture adjusted to OMC ±2%
  • Compacted layer thickness ≤200 mm

4.3 Compaction

  • Vibratory roller 80–100 kN
  • Minimum compaction: 98% MDD

5. Field Quality Control Procedures

Moisture Content Control

Measured using speedy moisture meter or oven drying method.

Acceptance: OMC ±2%

Field Density Test

ParameterRequirement
Degree of Compaction≥ 98% of MDD
Test Frequency1 test / 500 m² / layer

6. Test Calculations

Field Density Calculation (Example)

  • Weight of excavated soil = 3.80 kg
  • Volume of hole = 0.0024 m³
  • MDD = 1.95 g/cc

Bulk Density = 1.58 g/cc

Degree of Compaction = 81% (Rejected)

7. Surface Finish & Tolerances

ItemTolerance
Longitudinal Level±20 mm
Cross Slope±0.3%
Surface Evenness≤12 mm (3 m straight edge)
Layer Thickness≤200 mm

8. Engineer’s Inspection Checklist

  • ✔ Approved material source
  • ✔ Gradation within limits
  • ✔ Moisture within OMC range
  • ✔ 98% MDD achieved
  • ✔ Surface tolerances verified

9. Conclusion

Proper gradation, moisture control, compaction, and systematic quality control testing are essential for a durable Granular Sub-Base. Compliance with MoRTH 401 ensures long-term pavement performance and structural stability.

Frequently Asked Questions (FAQ)

1. What is the purpose of GSB in highway construction?

Granular Sub-Base (GSB) provides load distribution, drainage, and a stable foundation between the subgrade and base layers. It improves pavement performance and increases the overall lifespan of the highway.

2. What are the gradation limits for GSB as per MORTH 401?

Gradation limits are defined in MORTH Clause 401 with sieve-wise percentage passing requirements from 75 mm down to 0.075 mm. Proper gradation ensures strength, stability, and adequate drainage.

3. What compaction and CBR criteria should be met for GSB?

GSB must typically achieve a minimum of 98% of Modified Proctor Maximum Dry Density (MDD), and the soaked CBR value should generally be ≥ 30% as per project specifications.

4. Can I use this guide for site inspections?

Yes. This guide is structured for field engineers and QA/QC professionals, making it suitable for practical site inspections and compliance verification.

5. Is this content updated for 2026 standards?

Yes. The information reflects current MORTH specifications and updated quality control practices relevant for 2026 highway projects.

Prepared by: Kishor Kumar
Reference: MoRTH 5th Revision | HighwayQualityTest.com
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