Pete317 wrote:
ndp wrote:
Pete317 wrote:
Volumes? It just means that RoSPA officially aren't thinking for themselves. They are taking the easy option and following the DfT line. It's no big deal and it tells us nothing.
I didn't post that.
Apologies.
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ndp wrote:
Given how everyone feels the need to give lectures on the subject of road safety engineering I presumably don't need to answer that, for you all already know....
I'm genuinely interested in knowing, so please answer the question.
Thats OK - I just wanted to make the point that alot of people here seem to claim to know it all - in which case I obviously wouldn't need to tell them eg by answering your question.
Briefly -
Accident sites are located by means of querying the accident database for significant clusters of accidents (eg 3 in 4 years)
The accident rates are then compared to the expected accident rate for the nature of the link/junction and AADT inflows (which are calculated by a mathematical model, which is simple but pretty accurate).
If the accident rate is higher than expected, then remedial measures would be considered. If not, then it is unlikely that the accident rate would be reduced unless either the AADT inflows or the nature of the link/junction were altered. Any remedial measures would likely simply change how people crash, rather than reduce the chances of them crashing (though this can be a worthy aim).
Long term accident data is analysed alongside site history and the individual accident reports (the main things to consider from the accident reports being the textual & diagrammatic reports, and the fairly-well-defined factors [which would include times of day, day of week, was it raining, was it dark]). Peaks, troughs and trends in the number of accidents may tell a story if they correspond with site history - if your number of annual dark accidents spiked the same year some anti-skid was laid and that number was sustained, then you may have found your problem, and an effective remedial measure.
What happens next essentially depends on the results of the desk study, but would involve site investigations to determine what issues exist and how people behave on site. From this remedial measures are proposed.
The proposed measures are then subject to cost benefit analysis. If they pass and funding is recommended, they then go on to the design process.
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Munich Taxi Driver experiment.
Where can I find info on this?
http://psyc.queensu.ca/target/chapter07.html gives an overview.
Admittedly - it relates to ABS rather than impact protection - however, they are similar in the sense that they both are only really apparent when the limits of the envelope are reached, or when a crash occurs (to borrow your phrasing).
And yes - it can also apply to any engineering measure, speed limits/enforcement included. The trick is to use the right solution for the right problem.
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Where drivers fail to drive at an appropriate speed, limits are set to legally require them to drive below a specified speed
That doesn't answer my question. Sure, it makes some people slow down, but how does this prevent accidents? I'm asking in all seriousness - I'm not trying to be funny.
You've quoted a bit selectively there (hopefully for brevity).
If the drivers are failing to select an appropriate speed - you set the limit to tell them the maximum. If they knowingly ignore that, you give them a reason to obey it (eg threat of prosecution). Many will slow down to avoid prosecution, thus they will now be below (or at least less far above) the appropriate speed.
Of course, there can be issues like braking for cameras (and arguably the problem here is that people feel confident enough they will be able to see cameras that they chance driving above the limit then brake for cameras as they see them - perhaps they wouldn't take the risk if cameras were (sometimes) less hidden...)