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I understand nothing will be fixed untill the M4 East is built.
Even Homebush Bay Drive junction with the M4 needs significant reconfiguration. No more at grade intersections pleaseeeee! It’s congested enough at the Australia Ave/Underwood Road roundabout and Metroad 3/A3 doesn’t need another choke point.
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Clover leaf setup there would get rod of the choke point and there's enough room for it.
Absolutely. Government of the day just needs some balls to tell the Greens to stick it up their #@$@!$#@ and have the damn thing properly built. In fact it might REDUCE pollution due to the hugely decreased number of cars queueing up…..
However, I wonder how will cars merge in the clover leaf set up? Wouldn’t South-then-westbound cars conflict with West-then-northbound cars on Lane 1 of the M4? Or is there a better way to set it up?
Cloverleafs don't work in constrained areas for that reason. For full grade separation the only feasible option to prevent that kind of conflict is a stacked interchange like the M4/M7 Lighthorse setup.
Stacked interchange could fit but would be more expensive to build. Yes, it's a bit right for a clover leaf but it doesn't have to be a full one then. Keep the lights from the M4 offramps just add additional onramps to the M4 from Homebush Bay Dr, one for eastbound and one for westbound traffic without lights, like an spui. At least, that would make a much better flow in that area. I went through there a number of times and took an average of half an hour to enter the M4 (peak time)
I'd avoid diamond interchanges at all cost. You might be flying down the freeway during off peak and then lose 5-10 minutes on them due to slow phasing when waiting and fast when green (3 come to mind: Cumberland Hwy, Pennant Hills Rd & Lane Cove Rd - takes ages). Who else in the modern world builds them?
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This shows the problem when roads are built without foresight.
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I understand what you're saying but losing shoulders for an extra lane is not really foresight on a 90 kph freeway plus changing JR Dr viaducts into merges doesn't really solve the problem much as there's a lot of traffic entering the freeway during peaks. What I meant was foresight in a complete setup as 3x3 with breakdown lanes and keeping the JR Dr viaducts. Dunno, maybe it's just me.
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Having just used the M4/James Ruse Drive bottleneck several times, I still think the current setup is superior to having 3 through lanes. The safety ramifications of trucks merging westbound at 40km/h would be disastrous.
The bottleneck wasn't as bad as this before the toll was removed - thanks NSW Govt! I wonder what the change in traffic volumes are since the toll was removed on (a) the section through to the tolls and (b) the JRD ramps.
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