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A continuous crash barrier is not wholly beneficial in all conditions, especially on the less heavily trafficked motorways.
I shall be providing a crash barrier where the new road is above, or level with, the adjacent gardens.
No vehicle crossed the central reserve and a crash barrier would have had no effect on this accident.
On present criteria a crash barrier in the central reserve is not justified.
There is no crash barrier at this section.
If it could be also embodied in some sort of crash barrier, so much the better.
The cost of a mile of double steel rail crash barrier is about £7,500, though other types now being developed should be somewhat cheaper.
The installation of lighting columns necessitated design changes to the standard type of crash barrier.
But the vehicle left the road some 30 metres before the beginning of the crash barrier.
It is more likely that the vehicle will career into the crash barrier and be towed away in the opposite direction.
The bridge is protected by crash barriers, but the vehicle left the road some 30 m before the beginning of the crash barrier.
We are not aware of the existence of any practical crash barrier for use in this country which also acts as an anti-dazzle screen.
Would he not now consider putting a crash barrier the whole length of the motorway?
Where a crash barrier becomes necessary on an existing motorway, the investment appraisal would allow for the cost of delay to traffic during construction.
The screen is definitely not adequate as a crash barrier.