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AS2890.1: off-street carpark code - Queue Areas

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pwht1

Structural
Oct 29, 2008
98
Hi,

Would someone please explain how to use table 3.3 (minimum queue lengths at a car park with control points at entrances) in section 3.4?

I'm working on a carpark with 1800 carspaces and with less than 75% in-flow during a peak period (about 500 cars). The code says the first 100 cars: 3% of capacity, the second 100: 2% of capacity and additional cars: 1% of capacity. What does this mean? Should I expext a queue length which is at least 3% of 1800 = 54 cars? a 320m queue is ridiculous....

Thanks for any advice :)
 
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A traffic engineer would be able to help you in this instance, the code is very conservative in this regard.

"A safe structure will be the one whose weakest link is never overloaded by the greatest force to which the structure is subjected” Petroski 1992
 
and the awnser to the riddle is 3% of 100 = 3 car lengths
2% of 100 = 2 car lengths
remaining 1600 is 1% = 16 car lengths

making for a total of 21 lengths = x 6m = 126m

I would still seek the advice of a traffic engineer however.

"A safe structure will be the one whose weakest link is never overloaded by the greatest force to which the structure is subjected” Petroski 1992
 
Thanks Rowingengineer.

It's the reference to "percentages of capacity" that is confusing. If they just said 1st 100 cars then expect 3 vehicle lengths, 2nd 100 cars - 2 vehicle lengths etc it would make it a bit easier.

The traffic engineers are telling me, a traffic engineer in making, to ignore that section of code and aren't providing an alternative source of info.
 
where in Australia are you? State by state is quite different on this issue.

"A safe structure will be the one whose weakest link is never overloaded by the greatest force to which the structure is subjected” Petroski 1992
 
The ACT, but apparently the governing body (Territoy and municipal services) have no say in the layout/design of privately owned carparks.
 
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