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#331
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Arif Khokar wrote in message ...
Alan Baker wrote: I've driven my brother's Nissan Pathfinder (even before it had its shocks replaced) and it can easily -- easily -- more than double the advisory speeds on most ramps. Advisory speeds are based on the comfort level of a driver driving a 1939 Ford Vehicle. The lateral force would be enough to have a "ball on a string" deviate 10 degrees from the vertical position. Most drivers take curves such that the deviation would be between 12 and 14 degrees, IIRC. found this site: http://manuals.dot.state.tx.us/dynaw...ult;ts=default I don't see any mention of a 1939 Ford, but essentially that appears to be correct. They do apparently allow higher G-forces for very slow speed turns, but 10 degrees is the recommended value for 35 MPH or higher. In any case the maximum value allowed is 14 degrees, still far less than people seem to find acceptable in day to day driving. I wouldn't be surprised if a 10 degree ball bank indicator reading *was* perfectly safe and comfortable in a bone stock '39 Ford, honestly. Perhaps it's time to revisit these standards; how often is a vehicle in regular use anywhere in the US older than the mid-late 1960's? Key quote: "The speed to be posted on the curve should not be reduced arbitrarily below that determined by the procedures provided in this section." Hmm, looks like *that* recommendation isn't followed across the board... Note that there really isn't *any* hard standard for advisory speeds for exit ramps, although obviously I have no way of knowing if that section of this document is derived from the Green Book or is unique to the state of TX. nate |
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#332
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Brent P wrote:
In article , Frank Krygowski wrote: Yes, braking with the brakes, Brent. While in a curve. Every day. It's quite normal. Not surprising given your other foolishness. It also shows that you likely putter along at sidewalk speeds. At the road speeds I ride .... Wait a minute! Are you _purposely_ imitating Fabrizio? ;-) ... braking in a turn on a bicycle begins to overtax the avialable traction. Looks like physics education isn't what it used to be. It's not the speed that matters; it's the acceleration. If the total of your longitudinal plus radial accelerations are within reasonable limits, you'll have no problems braking in a curve. IOW, you can certainly brake to a reaonable degree in a turn. Pretending this is impossible shows you are either _amazingly_ inexperienced, or amazingly closed-minded. Or, if you prefer, from the r.b.FAQ (in an article by Jobst Brandt): "Braking in Corners Why brake in the turn? If all braking is done before the turn, speed will be slower than necessary before the apex. Anticipating maximum speed for the apex is difficult, and because the path is not a circular arc, speed must be trimmed all the way to that point. Fear of braking in curves usually comes from an incident of injudicious braking at a point where braking should have been done with a gentle touch to match the conditions. Substantial weight transfer from the rear to the front wheel will occur with strong use of the front brake on good traction just before entering the curve. When traction is poor or the lean angle is great, deceleration cannot be large and therefore, weight transfer will be small, so light braking with both wheels is appropriate. If traction is miserable, only the rear brake should be used, because although a rear skid is recoverable, a front skid is generally not. An exception to this is in deep snow, where the front wheel can slide and function as a sled runner while being steered. Braking at maximum lean For braking in a curve, take the example of a rider cornering with good traction, leaning at 45 degrees, the equivalent of 1G centrifugal acceleration. Braking with 1/10g increases the traction demand by one half percent. The sum of cornering and braking vectors is the square root of the sum of their squares, SQRT(1^2+0.1^2)=1.005 or an increase of 0.005. In other words, there is room to brake substantially during maximum cornering. Because the lean angle changes as the square of the speed, braking can rapidly reduce the angle and allow even more braking. For this reason skilled racers nearly always apply both brakes into the apex of turns." Regarding puttering along at sidewalk speeds: Well, we can't really prove anything without you and I riding side by side, but no, I'm not considered slow. In fact, without knowing anything about your riding speed, I wouldn't have any fear of keeping up with you. That comment of yours was mistaken and foolish. Yet again. -- Frank Krygowski [To reply, remove rodent and vegetable dot com. Substitute cc dot ysu dot edu] |
#333
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In article ,
Frank Krygowski wrote: Nate Nagel wrote: Frank Krygowski wrote: Nate Nagel wrote: Blind curves should *never* be decreasing radius. Never. If a road has traffic in two directions, a blind curve should be, by necessity, constant radius. :-) I thought you had driven in West Virginia. And Western Pennsylvania. So every road that has to curve around an Appalachian hill should have the hillside sculpted into a perfect circular arc? There's a huge difference between a western PA goat track and an Interstate highway. A road cut into a hillside you expect to be surprised, and allow a little extra cushion in your speed. Seems to me you should _always_ allow a reasonable cushion in your speed. If you ever find yourself driving at ten tenths on a public road, you've made a mistake. Now, mistakes happen. But it's a bit immature to admit your mistake, describe it in great detail, then try to pass it off as impossible to avoid. And that's pretty ineffective, too, when others can point out that they did _not_ make that mistake. And if you meant the mistake was merely difficult (not impossible) to avoid - then those who have avoided it have demonstrated greater competence than you did, haven't they? The huge mistake is for advisory limits to be set so inconsistently that one doesn't have an honest idea for what speeds can be used in such situations. -- Alan Baker Vancouver, British Columbia "If you raise the ceiling 4 feet, move the fireplace from that wall to that wall, you'll still only get the full stereophonic effect if you sit in the bottom of that cupboard." |
#335
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Alan Baker wrote:
In article , Wayne Pein wrote: I really find it hard to understand how he could justify a decreasing radius turn as being a reasonable thing to build. Just because a roading program can spit out the stakeout points for a particular piece of roadway, that doesn't mean that it is a good idea to build it. Such a turn could be designed explicitly for the purpose of slowing traffic. In that case, a sign can warn of it. Wayne An off-ramp from a freeway that has a stop light at the end of the ramp. One must slow or stop anyway, and the forced slowing with a decreasing radius geometric additionally sends the message that the road about to be entered is not a freeway. Wayne |
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In article ,
Wayne Pein wrote: Alan Baker wrote: In article , Wayne Pein wrote: I really find it hard to understand how he could justify a decreasing radius turn as being a reasonable thing to build. Just because a roading program can spit out the stakeout points for a particular piece of roadway, that doesn't mean that it is a good idea to build it. Such a turn could be designed explicitly for the purpose of slowing traffic. In that case, a sign can warn of it. Wayne An off-ramp from a freeway that has a stop light at the end of the ramp. One must slow or stop anyway, and the forced slowing with a decreasing radius geometric additionally sends the message that the road about to be entered is not a freeway. Wayne Why not have a constant radius turn of the same radius as your proposed decreasing radius ramp at its tightest? What would be the disadvantage? -- Alan Baker Vancouver, British Columbia "If you raise the ceiling 4 feet, move the fireplace from that wall to that wall, you'll still only get the full stereophonic effect if you sit in the bottom of that cupboard." |
#337
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Wayne Pein wrote:
Alan Baker wrote: In article , Wayne Pein wrote: I really find it hard to understand how he could justify a decreasing radius turn as being a reasonable thing to build. Just because a roading program can spit out the stakeout points for a particular piece of roadway, that doesn't mean that it is a good idea to build it. Such a turn could be designed explicitly for the purpose of slowing traffic. In that case, a sign can warn of it. Wayne An off-ramp from a freeway that has a stop light at the end of the ramp. One must slow or stop anyway, and the forced slowing with a decreasing radius geometric additionally sends the message that the road about to be entered is not a freeway. Wayne Why would you want to do that? I would think that would lead motorists to misjudge the exit to be safe at a faster speed than if it were a constant radius the whole way through. I would think the correct ramp shape would be a constant radius curve, with an "stop ahead" sign over the advisory speed sign to alert motorists to the signal. nate -- replace "fly" with "com" to reply. http://home.comcast.net/~njnagel |
#338
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Frank Krygowski wrote:
Brent P wrote: In article , Frank Krygowski wrote: Brent P wrote: I would suggest Frank ride his bicycle through a decreasing radius turn that wasn't visable until he was in it such that it forced him to brake hard. This would probably be the best lesson as to why this sort of design should be avoided. Braking while turning is as ill-advised on a bicycle as it is driving. Probably more so. :-) Almost every time I make a turn on the bike, it's done with a decreasing radius, and with braking while in the turn! This is normal for a bicycle! Sheesh. Newbies! Not braking by coasting frank. braking with the brakes. Coasting is normal on the road, not squeezing the hand brakes. Yes, braking with the brakes, Brent. While in a curve. Every day. It's quite normal. google for "friction circle" to see why that's a bad idea (yes, on a bike too.) nate -- replace "fly" with "com" to reply. http://home.comcast.net/~njnagel |
#339
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Alan Baker wrote:
In article , (Nate Nagel) wrote: Arif Khokar wrote in message ... Alan Baker wrote: I've driven my brother's Nissan Pathfinder (even before it had its shocks replaced) and it can easily -- easily -- more than double the advisory speeds on most ramps. Advisory speeds are based on the comfort level of a driver driving a 1939 Ford Vehicle. The lateral force would be enough to have a "ball on a string" deviate 10 degrees from the vertical position. Most drivers take curves such that the deviation would be between 12 and 14 degrees, IIRC. found this site: http://manuals.dot.state.tx.us/dynaw...okTextView/400 9;cs=default;ts=default I don't see any mention of a 1939 Ford, but essentially that appears to be correct. They do apparently allow higher G-forces for very slow speed turns, but 10 degrees is the recommended value for 35 MPH or higher. In any case the maximum value allowed is 14 degrees, still far less than people seem to find acceptable in day to day driving. I wouldn't be surprised if a 10 degree ball bank indicator reading *was* perfectly safe and comfortable in a bone stock '39 Ford, honestly. Perhaps it's time to revisit these standards; how often is a vehicle in regular use anywhere in the US older than the mid-late 1960's? Key quote: "The speed to be posted on the curve should not be reduced arbitrarily below that determined by the procedures provided in this section." Hmm, looks like *that* recommendation isn't followed across the board... Note that there really isn't *any* hard standard for advisory speeds for exit ramps, although obviously I have no way of knowing if that section of this document is derived from the Green Book or is unique to the state of TX. nate It also shows how stupid the system is. A ball bank indicator? One big problem with it: in addition to the movement of the ball due to lateral g forces, you also get movement due to the roll of the vehicle. And since different vehicles roll different amounts, you automatically get inconsistent results. Maybe *YOUR* car has perceptible roll at under 0.5G G nate -- replace "fly" with "com" to reply. http://home.comcast.net/~njnagel |
#340
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Alan Baker wrote:
An off-ramp from a freeway that has a stop light at the end of the ramp. One must slow or stop anyway, and the forced slowing with a decreasing radius geometric additionally sends the message that the road about to be entered is not a freeway. Wayne Why not have a constant radius turn of the same radius as your proposed decreasing radius ramp at its tightest? What would be the disadvantage? Starting with a larger radius is more consistent with the high speed entering the off ramp. As speed is lost, the turn can be tighter to ensure just that. Wayne |
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