k10ery
Senior Member
Ummm there are no peak pph ridership numbers in that report.
Yes, as I wrote.
They project around 2000 ppph for each of the two routes (i.e. the straight through route and the diversion) in the southern segment, which means around 4000 ppph combined. For articulated buses to move 4000 people through a single point in a single direction within one hour, assmuing a maximum capacity of 100 people for each, 40 buses operating under closed door conditions would have to pass through that point in one hour. That means even if the frequency of a BRT service were 90 seconds, and the buses would still be crush loaded.
That's interesting, I must be confused. Can you quote from the report? What I see (p. 103) is:
"BRT headway is based on a forecast peak point demand
of 2,850 peak hour peak direction riders. Using 60 foot
articulated buses with a capacity of 90 passengers,
headways of 1.58 minutes would be required to meet this
demand."
Sounds like less than crush load in their calculations. And OC Transpo says they manage 10,000 ppph and headways of one minute with BRT. Why is this not comparable?
Another interesting thing in this report is to report a benefit-cost ratio relative to the do-nothing option, instead of relative to zero which the natural and meaningful thing. So by making do-nothing look bad they can get the BCR as high as they want. Clever, I must say.
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