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IS 3764 : 1966Method of Test for Railway Track Ballast

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CurrentFrequently UsedSafety CodeGeotechnical · Railway Engineering
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OverviewValues4InternationalTablesFAQ3Related

IS 3764:1966 is the Indian Standard (BIS) for method of test for railway track ballast. This safety code outlines essential safety guidelines for excavation work, covering trenching, deep excavations, and hard rock operations. It provides clear specifications for shoring, timbering, barricades, and safe spoil bank placement to prevent cave-ins and protect workers on site.

Specifies methods for testing physical properties of railway track ballast to ensure quality and performance.

Overview

Status
Current
Usage level
Frequently Used
Domain
Geotechnical — Railway Engineering
Type
Safety Code
Earlier editions
IS 3764:1992
Typically used with
IS 1200IS 2720IS 4081
Also on InfraLens for IS 3764
4Key values2Tables3FAQs
Practical Notes
! Always verify the location and isolate underground utilities (water, gas, electrical) before initiating excavation works.
! Maintain spoil piles at least 1.5m away from trench edges to avoid collapse caused by surcharge loading.
! Ensure appropriate shoring, stepping, or battering is implemented when excavating beyond 1.2m in loose or running soils.
Frequently referenced clauses
Cl. 4General Safety RequirementsCl. 5Trench ExcavationCl. 7Deep ExcavationsCl. 8Hard Rock Excavation
Pulled from IS 3764:1966. Browse the full clause & table index below in Tables & Referenced Sections.
soilrocktimbersteel

International Equivalents

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Key Values4

Quick Reference Values
minimum spoil bank distance1.5 m or half depth of trench, whichever is more
max trench depth without shoring loose soil1.2 m
ladder spacing in deep trenches15 m max interval
min walkway width over trench0.9 m

Tables & Referenced Sections

Key Tables
Table 1 - Size of Timber for Trench Sinking
Table 2 - Size of Timber for Shaft Sinking
Key Clauses
Clause 4 - General Safety Requirements
Clause 5 - Trench Excavation
Clause 7 - Deep Excavations
Clause 8 - Hard Rock Excavation

Related Resources on InfraLens

Cross-Referenced Codes
IS 1200:2000Methods of measurement of building and civil ...
→
IS 2720:1973Methods of test for soils - Determination of ...
→
IS 4081:1986Safety Code for Working with Construction Mac...
→

Frequently Asked Questions3

At what depth is shoring required for trench excavation?+
Shoring or stepping is mandatory for trenches exceeding 1.2m depth in loose or running soil.
What is the safe distance for piling excavated earth?+
Excavated earth must be piled at least 1.5m away from the trench edge or half the depth of the trench, whichever is greater.
What are the access and egress requirements for deep trenches?+
Secure ladders must be provided every 15m along the trench length and must extend at least 0.9m above the ground surface.

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