Crash Barrier & Friction Slab

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Crash Barrier and Friction Slab

Crash barriers and friction slabs are designed to withstand the impact of vehicles of certain weights at certain angle while traveling at the specified speed. They are expected to guide the vehicle back on the road while keeping the level of damage to vehicle as well as to the barriers within acceptable limits.

Crash Barriers should be provided at the following locations:
  • Where height of embankment is 3m or more.
  • Where height of embankment is retained by a retaining structure.
  • Between main carriageway and cycle track (if any) in bridges.
  • At hazardous locations identified through safety audit or at the edge of the flyovers/bridges.

Traffic barriers (Crash barriers) are constructed over the front face of the reinforced walls.

Friction Slabs are structural members which extend over a part of the width of the approach embankment of a highway bridge/flyover, to which the crash barriers are anchored (doweled).

Key Points:
  • Commonly, a friction slab is used to transfer the lateral loads due to impact of vehicles on the barriers.
  • Typically, a friction slab varies from 1500 to 2500 mm width and 250 mm thick depending on the type of crash barrier provided.
  • One aspect to be taken care of is the 'Friction slab' in the approach embankments. Unlike the approach slab which extends throughout the width of the embankments, the friction slab width depends upon the design adequacy extending only for the part of the embankment width.
  • It is necessary to make detailed design for the friction slab taking care of adequate factor of safety against sliding, overturning etc. in addition to the structural design of crash barrier.
  • It helps to transfer the impact loads/forces due to the crash, equally to the top two rows of the soil reinforcements (resisted over their full lengths), safely.
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