Quick Reference Values
maximum gradient1 in 20 (5%) for major district roads, 1 in 15 (6.67%) for other roads, but can be up to 1 in 10 (10%) for very steep sections with special provisions (Clause 3.3.1.1)
minimum radius horizontal curve100m for Major District Roads (MDR), 50m for Other District Roads (ODR) and Village Roads (VR). Can be reduced with extra widening and sight distance provisions (Clause 3.4.1.1)
sight distance on curvesStopping Sight Distance (SSD) and Overtaking Sight Distance (OSD) as per IRC:66, with adjustments for horizontal and vertical curves (Clause 3.5)
cross drainage structures spacingGenerally, spacing to be kept as close as possible to natural drainage paths, typically within 100-200m, but dependent on topography and rainfall (Clause 4.3.1)
retaining wall heightNo specific maximum, but design considerations for stability are detailed, typically up to 10m or more (Section 5.2)
slope stability factor of safetyMinimum factor of safety of 1.5 for static conditions and 1.3 for seismic conditions (Clause 5.1.2)
construction in rock excavationControlled blasting techniques and provision for over-break are critical (Clause 6.3.3)
geotextile reinforcement usageOften specified for slope stabilization and reinforcement of embankments (Clause 5.4.2)
tree plantation on slopesMinimum 1000 trees per hectare for slope stabilization and ecological balance (Clause 5.5.1.1)
traffic volume threshold for wideningNot explicitly defined as a single value, but the need for widening is dictated by anticipated traffic growth and safe geometric design (Clause 3.2.1)
borrow pit distanceIdeally within 500m, but subject to environmental clearance and land availability (Clause 6.2.1.1)
drainage catchment area design flowBased on rainfall intensity and catchment area using empirical formulae like Dicken's or Rational method (Clause 4.2.1)
rockfall protection mesh heightTypically 3-5m above the road level, depending on the potential for rockfall (Clause 5.7.1.1)
settlement allowance for bridges culvertsConsidered during design, especially in areas with compressible soils (Clause 7.2.1)
excavation depth for foundationsDepends on bearing capacity and soil stratification, detailed in Section 7.3
earthwork compaction standard95-97% of Modified Proctor Density, depending on material and structural requirements (Clause 6.4.2)