Infra
Lens
IS Codes
IRC
Tools
SOR
Handbook
QA/QC
PMC
Formats
CPHEEO
Maps
Projects
BOQ
Rules
About
Join Channel
Join
IS Codes
IRC
Tools
SOR
Handbook
QA/QC
PMC
Formats
CPHEEO
Maps
Projects
BOQ Builder
DCR
Design Rules
BIM
About
Join WhatsApp Channel
๐
BOQ Builder
ยท
Auto-BOQ from dimensions, DSR rates
NEW
โ
๐
BidEasy
ยท
Government tenders, searchable
LIVE
โ
Home
โบ
IS Codes
โบ
IRC 58:2015
โบ
Clauses
IRC 58:2015 โ Clause Reference
6 detailed clauses with interactive calculators, reference tables, and practical notes.
Cl. 4
Design Basis โ Flexural Strength & Fatigue, Not Compressive Strength
A concrete pavement slab fails in bending fatigue under repeated wheel loads, so IRC 58 designs on the concrete's flexurโฆ
Cl. 5
Traffic โ Axle-Load Spectrum & Cumulative Repetitions
IRC 58 designs against the realistic axle-load spectrum โ the distribution of single, tandem and tridem axle loads from โฆ
Cl. 6
Cumulative Fatigue Damage (Miner's Rule) & Temperature Stress
IRC 58 checks cumulative fatigue damage: for each axle-load category the applied (wheel-load + temperature curling) flexโฆ
Cl. 7
Slab Thickness Design & Foundation (k-value)
Slab thickness in IRC 58 is found iteratively: a trial thickness is checked so the cumulative fatigue damage (bottom-up โฆ
Cl. 8
Joints โ Contraction, Expansion, Dowel & Tie Bars
Plain jointed rigid pavements are designed to crack at controlled locations: contraction joints (spaced to limit shrinkaโฆ
1 table
Cl. 9
Subgrade, Sub-base & Drainage
The slab is only as good as what it sits on. IRC 58 requires a prepared, compacted subgrade meeting a CBR/k target, a suโฆ
โ Back to IRC 58:2015