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IS 4350 : 1967concrete porous pipes for under-drainage

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ASTM C412/C412M · ASTM C444/C444M · BS 5911-200
CurrentSpecializedSpecificationWater Resources · Cement Matrix Products
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues3InternationalTablesFAQ3Related

IS 4350:1967 is the Indian Standard (BIS) for concrete porous pipes for under-drainage. This standard covers the requirements for dimensions, manufacturing, and testing of porous concrete pipes used primarily for sub-surface under-drainage systems.

concrete porous pipes for under-drainage

Overview

Status
Current
Usage level
Specialized
Domain
Water Resources — Cement Matrix Products
Type
Specification
International equivalents
ASTM C412/C412M-21 · American Society for Testing and Materials (ASTM), USAASTM C444/C444M-18 · American Society for Testing and Materials (ASTM), USABS 5911-200:2006 · British Standards Institution (BSI), UK
Typically used with
IS 269IS 383IS 456IS 3597
Also on InfraLens for IS 4350
3Key values3Tables3FAQs
Practical Notes
! Porous concrete pipes rely on specific aggregate grading (often lacking fine aggregates) to maintain porosity, making them more brittle than standard RCC pipes; handle with care during transport.
! Do not use these pipes in highly acidic or sulphate-rich soils without using specialized cement (e.g., Sulphate Resisting Portland Cement).
! Adequate filter media (like gravel or geotextiles) should be placed around the pipes in the trench to prevent clogging of the pores by fine soil particles.
Frequently referenced clauses
Cl. 4MaterialsCl. 5ManufactureCl. 6Dimensions and TolerancesCl. 7Physical Requirements
Pulled from IS 4350:1967. Browse the full clause & table index below in Tables & Referenced Sections.
concretecementaggregates

International Equivalents

Similar International Standards
BS 1194:1969British Standards Institution (BSI), UK
HighWithdrawn
Specification for concrete porous pipes for under-drainage
Directly covers concrete porous pipes specifically for under-drainage, mirroring the core scope and terminology of IS 4350.
ASTM C412/C412M-21American Society for Testing and Materials (ASTM), USA
HighCurrent
Standard Specification for Concrete Drain Tile
Specifies requirements for concrete drain tile used for subsurface drainage, serving the same functional purpose for under-drainage, relying on water passage through the pipe wall, although not explicitly termed 'porous concrete'.
ASTM C444/C444M-18American Society for Testing and Materials (ASTM), USA
MediumCurrent
Standard Specification for Perforated Concrete Pipe
Covers nonreinforced concrete pipes with perforations for collecting and conveying drainage water, addressing the same application as porous pipes but through a different mechanism (discrete holes vs. inherent material porosity).
BS 5911-200:2006British Standards Institution (BSI), UK
MediumCurrent
Concrete pipes and ancillary products. Specification for perforated concrete pipes and fittings
Though focusing on perforated pipes, this standard superseded BS 1194 for drainage applications, thus representing a modern equivalent for the under-drainage function in the UK context.
Key Differences
≠IS 4350 specifically defines 'porous' concrete pipes and includes a 'hydraulic permeability test' to measure the flow rate of water through the pipe wall. Many international standards, particularly modern ones for concrete drainage, often focus on 'perforated' pipes with specific hole patterns (e.g., ASTM C444, BS 5911-200) or rely on water absorption limits for the concrete material rather than a direct wall permeability test (e.g., ASTM C412).
≠The classification of pipes based on crushing strength differs. IS 4350 uses 'Light Duty,' 'Medium Duty,' and 'Heavy Duty' classes with corresponding crushing loads (e.g., kN/m). ASTM C412 uses 'Standard Quality' and 'Extra-Quality' based on D-load (lbf/linear ft per inch of diameter) and absorption requirements.
≠While all standards specify nominal internal diameters, the exact range and preferred increments can vary due to regional practices (e.g., metric vs. imperial units, common manufacturing sizes). IS 4350 focuses on 100mm to 300mm, whereas ASTM C412 covers a wider range up to 24 inches (approx. 600mm).
≠IS 4350 specifies a maximum water absorption for concrete of 8% by mass. ASTM C412, while also having absorption limits, typically specifies a slightly higher maximum of 9% for 'Standard Quality' drain tile, with 'Extra-Quality' at 8%.
Key Similarities
≈All standards are fundamentally intended for under-drainage applications, facilitating the collection and conveyance of water from the surrounding soil in agricultural, highway, and general subsurface drainage systems.
≈The primary material specified across these standards is non-reinforced concrete, typically made from Portland cement and suitable aggregates, ensuring durability and structural integrity for underground installation.
≈A three-edge bearing test is consistently specified in IS 4350 and its international counterparts (e.g., ASTM C412, BS 1194) as the standard method for determining the crushing strength and structural capacity of the pipes.
≈All standards include general requirements for quality of workmanship, dimensions, tolerances, and freedom from defects, along with provisions for marking to identify the manufacturer and pipe class/type.
≈Despite differences in porosity vs. perforations, all covered pipes are designed to allow water ingress into the pipe lumen from the surrounding soil, either through the pipe wall's inherent properties or through specific openings, ensuring effective drainage.
Parameter Comparison
ParameterIS ValueInternationalSource
Smallest Nominal Internal Diameter100 mm75 mm (3 inches)BS 1194:1969
Common Pipe Length600 mm600 mm (24 inches)ASTM C412/C412M-21
Crushing Strength (150 mm / 6 inch pipe, Medium/Standard duty)18.0 kN/m (Medium Duty)14.2 kN/m (Medium Duty) / ~14.6 kN/m (Standard Quality)BS 1194:1969 / ASTM C412/C412M-21
Max. Water Absorption (for concrete material)8% by mass9% by mass (Standard Quality)ASTM C412/C412M-21
Primary Mechanism for Water IngressPorous concrete wall (interconnected voids)Water absorption through pipe wall / PerforationsASTM C412/C412M-21 / ASTM C444/C444M-18
Cement TypeOrdinary or Sulphate Resisting Portland CementPortland Cement (Types I, II, III, IV, V)ASTM C412/C412M-21
⚠ Verify details from original standards before use

Key Values3

Quick Reference Values
Nominal internal diameter range80 mm to 900 mm
Standard pipe lengths600 mm, 900 mm, or 1200 mm
Curing period (water curing)Minimum 14 days

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions of Porous Concrete Pipes
Table 2 - Tolerances on Dimensions
Table 3 - Crushing Strength and Rate of Infiltration
Key Clauses
Clause 4 - Materials
Clause 5 - Manufacture
Clause 6 - Dimensions and Tolerances
Clause 7 - Physical Requirements

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland Cement - Specification
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 3597:1966Concrete pipes - Methods of test
→

Frequently Asked Questions3

What is the primary application of pipes manufactured under IS 4350?+
They are used for sub-surface drainage (under-drainage) to lower the groundwater table in fields, behind retaining structures, or beneath roadways.
How is the performance of the pipe evaluated?+
Through crushing strength tests and porosity testing (measuring the rate of infiltration in liters per minute per meter length).
Are fine aggregates used in the manufacture of these pipes?+
Fine aggregates are generally minimized or omitted to ensure the concrete remains highly porous.

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