tuah wrote:I'm getting old to solve the equations!![]()
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Sama sama pun lah Bro Tuah
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tuah wrote:I'm getting old to solve the equations!![]()
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sobamy wrote:tuah wrote:I'm getting old to solve the equations!![]()
![]()
![]()
Sama sama pun lah Bro Tuah![]()
tympg wrote:[Jct-01] t,<L^; t,R>; f,^
moeyhc wrote:Let's take a step back... for Lane Assist we are talking of driving into a Junction hence, the opposite side traffic flow is not relevant. The GPS LA indicator will only show how the Lanes are configured for traffic to flow ahead and our submission should indicate these data. Unless the GPS LA can display the 'Away' sign I suggest we exclude this data. All roads going away from a junction is most likely to be ^; ^; ^;.... right? If there are any immediate turning/s after the junction we will treat it as a new JCT LA.
moeyhc wrote:If we cramp too much information into a single screen the driver may not comprehend it at all... worst case he endanger himself trying to read and decipher while driving. A prompt display of data on screen when needed should be our target. Let's make safety our priority.
moeyhc wrote:Questions:
1) Should the Lane Data be place in the GDB Comment (moeyhc) or Name field (tympg)?
2) We need a master GDB file to track all the done JCT LAs. Who will compile this data and release for members to check before they go out to gather LA data?
3) Can we hold a small GG to talk this over?
tympg wrote:1. Name field is more visible, IMHO.
2. Someone could set up a shared Google Map account, where we could all mark each junction as we submit. Or whoever contributes, just post the latest master GDB as you suggest.
3. Sure. Obviously you (moeyhc) and I (tympg) are in Penang; we could set up a Skype link for bro Zamad and others. Sun afternoon? Name the place.
zamad wrote:So, what I've gathered from the discussion:
1. Omit the beginning 't' as we assume we're going forward towards the junction; Yes
2. Change 'f' to 'v' for reverse direction of the junction (or direction from the junction). There will be only one v after the last semi-colon of the forward string; Well, we could still go by the number of lanes, but at this point, I'm thinking to leave out all the 'v's together
3. Code the lanes from LEFT to RIGHT. Therefore if '/' is found on the leftmost of the string, then it means 'it is a sharp left turn' If '/' is found at the rightmost of the string, it means 'it is a slight right turn'. Yes
4. As above, if 'U' is on the left, then it is a Left U-trun. Yes, but I think this will be extremely rare in MY/SG/BN anyway.
It is getting clearer now. However, I have several questions:
1. How far away from the junction shall we mark the POI? I'd say, a "reasonable" distance; not too far back.
2. If there is a junction before the 'main' junction, do we treat this as 2 seperate junctions? See my example in the next post...
3. Related to #2, what is the minimum distance between junctions before we treat them as seperate?I think it's a judgment call; if it's a T-junction (side road connected to main road) we'll probably regard it as an independent junction
I've not got Skype
MSN? Yahoo?
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