METHODOLOGY FOR HIGH EMBANKMENT – Complete Guide

METHODOLOGY FOR HIGH EMBANKMENT

1.0 Scope of Work

The work shall consist of Construction of embankment and sub-grade with approved and specified materials obtained from approved borrow areas or suitable material obtained from roadway excavation and drain excavation and in accordance with clause 305.4.7 of MoRT&H specifications.

2.0 Reference

  • Ministry of Road Transport & Highway Specifications.
  • Concession Agreement Vol. – I, Schedule – D.
  • Relevant contract drawings.
  • IS 2720 Codes.

3.0 Setting Out

After completion of site clearance, Chainage boards and working bench mark shall be set outside the limits of construction areas.

4.0 Selection of Material and Borrow Areas

4.1 Material

The Contractor shall normally use the material from the specified borrow area. In case he desires to use different material for his own convenience, he shall have to carry out necessary soil investigations and redesign the high embankment at his own cost. The Contractor shall then furnish the soil test data and design of high embankment for approval of the Engineer.

4.2 Borrow Material

Samples shall be collected from the identified borrow area & tested as per IS: 2720. On confirmation of suitability the area shall be properly demarcated.

5.0 Equipment

  • Hydraulic Excavator
  • Dozer
  • Dumper (Tipper Trucks)
  • Motor Grader
  • Vibratory Roller
  • Water Tanker
  • Tractor Trolleys
  • Survey Kit

6.0 Method of Operation

All original text preserved below with SEO‑friendly structure.

6.9 After completion of site clearance, the limits of embankment shall be marked by fixing pegs…

6.10 The original ground shall be leveled to facilitate placement of first layer of embankment…

6.11 Natural ground soil shall be tested for its suitability…

6.12 For construction adjacent to the existing embankment continues…

6.13 The embankment material shall then be spread in layers not exceeding 200 mm…

6.14 The compaction shall be done with Vibratory Roller of 8–10 Tons static weight…

6.15 Subsequent layers shall be placed only after the finished layer has been tested…

7.0 Quality Control

Minimum compaction for embankment layers is 95% and for sub-grade is 97% of modified proctor value.

TestReferenceFrequency
Sand Content / GradationIS:2720 (Pt 4)2 Tests / 3000 m³
Atterberg LimitsIS:2720 (Pt 5)2 Tests / 3000 m³
Modified Proctor TestIS:2720 (Pt 8)2 Tests / 3000 m³
Moisture ContentIS:2720 (Pt 2)1 Test / 250 m³
CBR Test for SubgradeIS:2720 (Pt 16)1 Test / 3000 m³
Density of Compacted LayerIS:2720 (Pt 28)As per norms

10. Safety

10.1 Adequate safety and traffic signs shall be installed…

10.2 Minimum of 2 flagmen shall be deployed…

10.3 Visible safety and road signs shall be provided…

10.4 No machines/equipment shall remain unattended…

10.5 Safety Officer shall make frequent patrols…

11.0 Environmental Safety

a. Nearby streams and water bodies shall be protected from contamination…

b. Vehicle tracks shall be kept moist to prevent dust…

SEO‑friendly version generated. If you want icons, colour blocks, backlinks, schema markup or AMP version — I can add.

Frequently Asked Questions (FAQ)

1. What is a high embankment in road construction?

A high embankment refers to an embankment constructed with large fill heights, typically required where the natural ground level is low. It ensures proper road level, drainage, and safe traffic movement.

2. What materials are suitable for embankment construction?

Materials obtained from approved borrow areas, roadway excavation, or drain excavation may be used, provided they meet MoRTH and IS 2720 requirements.

3. What is the maximum layer thickness for embankment construction?

The embankment material is spread in layers not exceeding 200 mm compacted thickness unless otherwise directed by the Engineer.

4. How is compaction ensured during embankment construction?

Compaction is carried out using an 8–10 ton vibratory roller. A compaction trial determines the required number of passes to achieve densities specified in Table 300-2 of MoRTH.

5. What are the quality control tests required?

Tests include gradation, Atterberg limits, modified Proctor, moisture content, CBR, and density checks as per IS:2720.

6. How is safety ensured during high embankment construction?

Safety measures include traffic signs, flagmen, restricted machine parking, and continuous monitoring by a Safety Officer.

7. How is environmental protection maintained?

By preventing soil erosion, constructing temporary drains or berms, and reducing dust through water sprinkling.

Scroll to Top
WhatsApp