biker wrote:
A revision of stopping distances would be useful, as those quoted in even the latest versions of the code remain those of a Morris Minor, complete with drum brakes, two-inch-wide crossply tyres, no servo, and chassis/steering/suspension last seen trying to keep up with Ben Hur.
It's a long time since I did the subject and I would have to dig out some old manuals to look up the formulas, but, some years ago, when I back calculated the stopping distances in the Highway Code they each came out to an Acceleration factor of 0.7, which is a typical figure for a surface in a good state of repair.
The Acceleration factor, in a non-scientific explanation, is the 'stickyness' at the contact point between the road surface and a tyre and is expresed as a proportion of the force of gravity. Gravity being expressed as 1, and equates to 32.2 metres per second per second.
Regardless of the type of brakes, tyres, suspension, etc, stopping distances are, and always will be, determined by the characteristics of the interface between tyre and road. Or, as Scottie says, "You canna change the laws of physics".
Quote:
Rule 216 now says: "Many large vehicles may be fitted with speed limiting devices which will restrict speed to 56 mph (90 km/h) even on a motorway."
This is both factually and legally inaccurate. The requirement of a speed limiting device (under EU Regs) is for it to be set to 85kph + or - 5%, which equates to between 52 and 56 mph.
Most are set to 56.
Some are set to 54.
There is an upcoming trend to set them to 52 mph as there can be a significant saving in insurance premiums.
One change that I would like to see, can't remember the rule number off hand, is
Give signals is they would warn or inform other road users....
to which I would like to see added,
........or to eliminate uncertainty.
The argument for this? One illustration would be a 'Y' type of junction, approaching from the bottom, where the major route follows on to the right, but where there is significant local traffic that takes the left fork. Motorist is waiting to emerge from the left fork turning right, and is becoming frustrated by the number of 'numpties' that have turned into his road without signalling.
Driver following the major route, with no other turnings, service roads, accesses, etc, signals right to the effect that he will be passing across the front of the waiting vehicle.
Uncertainty eliminated.
I'm sure there are many more examples.