I remember someone once telling me that a significant problem with the “transport field” is that many of the experts start out their academic studies as civil engineers, and the first thing they study is stormwater. Now I have a great appreciation for stormwater engineers, as they make sure our cities don’t flood when it rains, but ultimately it’s fairly logical stuff: x amount of rain falls and you need to get rid of it without flooding the place and without polluting the environment. There are some reasonably simple calculations to make: what will the demand on the stormwater system be (ie. how much rain will fall) and what will the supply of the system be (how wide do the pipes need to be to get rid of all the water).

Inevitably, when engineers move on from studying stormwater to studying traffic, they often seem to end up thinking of vehicles passing along roads in exactly the same way that they think of stormwater rushing through pipes. There’s a certain level of demand (the number of vehicles passing through the system) and a level of supply (the number of lanes, whether it’s grade separated, intersection capacities and so forth). If you’re a road engineer then life is all about trying to ensure the level of road supply is greater than the level of road demand, as otherwise you end up with congestion.

Reading through the documentation behind a proposed upgrade to the intersection of East Tamaki Road, Preston Road and Ormiston Road in Manukau City, I found a perfect example of how road engineers continue to think of people like we are mindless stormwater. The project to simplify the currently complex intersection probably makes quite a lot of sense, as the current intersection is a damn mess and the proposal would simplify that significantly.

Current situation: Proposal:

However, in analysing the scheme assessment report I found myself getting a little bit suspicious of the level of anticipated benefit when I saw that the cost-benefit ratio of the project was supposedly 8.0!

Delving into the way that this cost-benefit analysis was undertaken provides some quite useful information that perhaps goes a long way towards explaining why roading projects always seem to promise huge time savings benefits that never seem to materialise (or only materialise for a very short period of time before induced demand eats them up).

What time savings benefit analyses for roading projects tend to do is not actually compare the situation as it is now with the situation that will exist in 20 or so years, but instead compare an expected do nothing outcome with an expected do the project outcome in 20 or so years. Now obviously that makes sense in a general sense, as you may well be justifying your project in terms of how it answers the question “what difference will this project make in 20 years time?”, but what it does mean – to put it a tad crudely – is that you’re actually comparing one guess with another guess. And it is actually the “expected do nothing outcome” that I think we’re probably measuring very poorly at the moment, leading to an over-estimation of the time savings benefits that roading projects are expected to bring.

This issue is highlighted in the do nothing analyses for this East Tamaki/Ormiston/Preston project, which I have included a table of the “expected situations” in future years if the project doesn’t happen:

Looking at this data, one’s first response is likely to be “well crikey if we don’t do the project look how terribly congested and slow this intersection will be by 2031!” And, taking the modelled results without question, yes that certainly appears to be the case. Passing through the East Tamaki Road/Preston intersection in 2031 will apparently take you nearly six minutes during the morning peak, compared to just over one minute now. Similarly for the Ormiston Road/Preston intersection, it will supposedly take you just over two and a half minutes to pass through this intersection in 2031 during the AM peak, compared to 70 seconds now. Average speeds will supposedly decline from around 30 kph to around 6 kph.

The next step in working out the benefits of the project is to model what will happen in 2031 with the upgrade, and then compare the two. Here’s similar data for the new intersection: While congestion still goes up, it is not nearly as bad as in the “do nothing” situation. The difference between the two situations is aggregated, a cost allocated to every saved minute, and voila, we have a significant amount of “time savings benefits” that are used to justify the project. Here’s the table showing the outcome of the assessment:

As the project only costs around $6 million, its cost-effectiveness is pretty whopping according to this assessment, and therefore it is seen as a priority to fund.

However, getting back to where I started this post, does anyone else see a problem here? The question I am interested in answering is whether, once the existing situation started getting worse than it is now, people would continue to pile into using that particular intersection, or whether they would start seeking alternatives – like going another way, catching the bus (if there was one that wasn’t affected by this congestion) cycling, walking or simply not taking that trip. Now obviously there would be some level of economic disbenefit from people not being able to make these trips, or having to go a more non-direct way in order to avoid the congestion of this intersection – but shouldn’t that actually be what we’re measuring to determine the cost-effectiveness of the project, rather than some mythical “congestion armageddon” that will clearly not happen.

This is where we get back to road engineers thinking that people are like stormwater. If this intersection were just a low capacity pipe, and it started to rain, then of course the water would continue to keep piling up. But people are not stormwater. People will be put off taking trips, people will choose alternative routes, people will choose alternative modes (if they exist and have a speed/convenience advantage) and so forth.

I actually think that the “20 minute savings” promise that NZTA’s CEO went on about at yesterday’s opening of the duplicated Mangere Bridge makes this same mistake. It expects that people will continue to keep piling onto the bridge no matter how badly it is congested. It is this misunderstanding, or ignorance, of the fact that congestion will put people off using that stretch of road, that I think significantly contributes to the over-estimation of time-savings benefits for our roading projects. This inevitably ends up being made worse by politicians who pick up on the mentioning of a “time saving” and assume it’s the difference between the road as it operates now and how it will operate when the project finishes. In actual fact, it’s a comparison between a ‘congestion armageddon” in 20 years time that will clearly not happen, and how the road will (supposedly) operate once completed – a calculation which inevitably ignores induced demand.

In other words, it’s usually total rubbish – because people are not stormwater. We’re people.

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23 comments

  1. In defense of my profession, that proposed design seems to not take up much (if any) more space than the current intersection (though that little cul-de-sac seems pretty much a waste) and seems to include a number of positive feature that the current design doesn’t (bus priority lanes, cycle lanes, and better walking provision – though there’s still free left turns, which are deadly for walkers if handled badly).

    Also, as a civil engineer, I studied stormwater at the same time I learnt about transport, but I didn’t study in NZ.

    I agree with your wider argument though – we should not use a mostly theoretical 20 years out scenario make our decisions for us.

    1. LOL. The cul-de-sac is a waste? there have been 2 fatal accidents (ped vs car) in the last few years. I had to deal with one of the families. A absolute shame, coming out of church to a family member on the road.

  2. I’m not hassling the validity of this project. The fact that its BCR is so extremely high means that it’s probably worth doing even taking into account induced demand. The cyclist provisions and mini bus lanes are also a bit better than your average intersection.

    1. Oh certainly I’m not tarring all transport engineers with this brush, and in fact I know a number of highly enlightened transport engineers (a number of them post on this blog). I guess I’m just saying that I reckon there’s a pretty big flaw in the way that we estimate the benefits of transport projects, and I think that is a result of the way that many engineers think about vehicles quite similarly to how they think about stormwater.

      As a planner, I hassle planning all the time. Generally I think that planners are often more of the problem than the solution 🙂

  3. I’m guessing the free left turns are a legacy of the roundabout era. No fun for people on foot. It would take half of your lunch break just to cross this street.

    1. Free left turns are incredibly pedestrian unfriendly. If you got rid of them then this intersection would actually end up being pretty good. They waste an enormous amount of space – for example at the corner of Vincent Street, Mayoral Drive and Cook Street in the CBD there’s probably tens of millions of dollars worth of land eaten up by unnecessary free turns.

      1. I heard from one of the urban designers working on the queen st upgrade that they had to fight tooth and nail to get free left turns removed at key pedestrain intersections. Apparently the traffic engineers predicted total gridlock as a result. So this looks like a good example, rather than traffic levels staying the same (or climbing) and overwhelming the less capacious new intersection, it appears that drivers have simply learned to avoid the intersection and traffic has simply declined to suit.

        1. Probably the single best aspect of the whole Queen Street upgrade was the cheapest – simply changing the phasing of the traffic lights to give pedestrians twice as many phases. This has made the street much nicer to walk around, and has slowed the cars down a lot.

          When the phasing change first happened there was quite a lot of congestion for a few weeks, but after that I think people learned to avoid Queen Street and I reckon it’s now quieter in terms of vehicles (and busier in terms of pedestrians) than I can ever remember it being before.

  4. Ah, I thnk you miss the point there a bit Mike. I don’t think admin is actually suggesting engineers view drivers an inhuman!

    I think part of this isn’t simply the early work in hydraulics, but perhaps that traffic tends to get viewed in terms of classical newtonian physics. Things like the conservation of mass (I.e traffic volume), bodies maintaining their course, equal reactions, consistent responses with equal and opposite reactions etc don’t actually occur with traffic because you have people behind the wheel. People tend to be somewhat illogical at times, and they are usually ‘selfish actors’ who don’t maintain consistent behaviour.

    I’ve heard the suggestion that traffic should be considered as an expandable and compressable gas, rather than an inflexible liquid. This sounds a bit more appropriate, but even then it still fails to really account for the psychosocial element.

  5. Interesting argument … I’ll try to remember it next time I have to argue with traffic engineer 😉

    However, I think that the problem in traffic modelling is not so much the actual traffic flow but the “origin-destination” matrices that are driving the models (and are in turn also the result of modelling exercises). Let’s say that you have 10k people wanting to go from Te Atatu to the CBD … then the traffic models just funnel people through the network and some models do incorporate congestion effects, lane changing and alternative modes. However, the driving set of assumptions is (very broadly put):
    A number people will travel by bus
    B number people will travel by train
    C number people will walk
    D number people will drive

    And those numbers/fractions are not part of the “trip assignment” but normally the result of “downscaling” the regional strategic transport model (in Auckland is ART3).

    I’m not trying to either defend nor attack traffic modellers … I do work with models and they are very helpful … 🙂
    However, I’ll always remember a discussion I had with a traffic engineer and I asked what is the uncertainty level of the traffic flows and the somewhat surprised response was “none”

  6. I won’t often stick up for traffic modellers, but to some degree I will here. Most models worth their salt do ‘program’ a certain amount of vehicle redistribution assumptions into their forecasts. Depending on the forecast future delay through an intersection and the availability and state of the surrounding network alternatives, the model will automatically redistribute vehicles away from that intersection if it passes some congestion threshold. None of this is anywhere near perfect and the only thing that can be stated with any absolute certainty regarding any forecast is that it will be wrong. But it is an attempt at an educated guess. Unfortunately, NZTA and too many traffic professionals in this country take these forecasts as gospel, rather than the helpful-yet-very-imperfect tools they actually are.

  7. Jeff Kenworthy’s expression “traffic sewers” comes (once more) to mind. Regardless of modelling assumptions, and downtown examples such as Hobson St, it also seems to rather accurately describe the crash barrier-lined, no-stopping-on-both sides suburban arterial roads that you find in places like Sunnyvale and Te Atatu, where the drivers so often do about 80 km /h on Saturday night. Definitely a low friction flow regime in cases like that. Yet still in the commuter peaks they crawl along, so the past uglification and endangerment of these areas is all for nothing.

  8. Yes, if I drove to work I would often “cruise” down Queen St. Now, don’t go there with a barge pole. This is precisely the perfect effect the light phasing has had.

    Excellent blog Joshua. Of course, I would always trust Steven Joyce’s statistics and numbers that roads are best for our nation. After all last weeks quote about helicopters vs Waikato commuter trains really shows he know’s what he’s talking about. YEAH RIGHT!

  9. I am having that arguement about free left turns at the moment.
    Is anyone able to point me in the direction of the research that highlights how deadly free left turns are for pedestrians.

    1. Gabbi, there is some material (not much) in NZTA’s Pedestrian Planning and Design Guide (available as PDF on their website). Check Section 15.16.

      I always say that free left turns are perfectly okay if you have a zebra crossing on a RAISED platform going over it. That retains the non-signalised capacity boost for the left turn, but doesn’t reduce amenity and safety for peds.

      And of course a raised platform CAN be built to suit trucks and buses, that’s not really a negative either.

  10. My name is Trafficker and I am a traffic modeller. Now you know that I am not to be trusted;-)

    Admin – You ask a good question and as others have identified, simply predicting that more and more traffic is going to turn up is unrealistic as peoples behaviour will change when large delays occur. Drivers might change route away from this location, mode of travel, time of travel or simply choose not to travel at all. In short, I agree that people are not stormwater and if congestion is too bad past a point then they will not use this intersection.

    In this case however and to leap to the defence of my modeller brethren, I think there might be more to it than meets the eye. True, traffic Armageddon is predicted by the modeller based on growth assumptions at X year, however this analysis is often necessary to inform your argument. I.e. You need to know how bad it would be in order to conclude that people would not accept such a delay for the reasons above. Once you know that this is the case, we often get the economists to ‘cap’ the growth / benefits at a lower year to ensure that we keep it real.

    Admin – is there anything in the report about sensitivity testing for benefit capping that might shed any light?

    1. There is some sensitivity testing on page 34 of the document, and indeed it does mention “benefit capping”. The lower bound BCR is 4.8 and the upper bound is 11.6 in the benefit capping line.

      I guess this is what I expected. That te project is still worthwhile with a more realistic traffic analysis (taking the 4.8 as a likely result that would recognise traffic being put off using the intersection).

      Good to have a traffic modeller commenting here!

  11. Whew, my faith in traffic modellers is restored!

    To read into the results, with an ‘upper’ bound of 11.6, ‘middle’ of 8, and ‘lower’ of 4.8, indicates that the modeller has capped below accepting a ridiculous level of congestion (11.6 or more) and has taken a more reasoned approach to this issue. It would be interesting to know the capping years to see exactly how much growth has been assumed for the ‘lower’ bound.

    The location directly to the east of Flat Bush on a route to East Tamaki / SH1 Interchange might support a relatively high level of growth, say in the next 5 years.

  12. Hi, sorry to bump an old thread, but can anyone tell me where I can find out more information on this intersection upgrade? The link in the blog post to the Manukau City Council’s old website is now defunct. And I’ve had a bloody good look on the Auckland Council and Auckland Transport sites, but all I can find is waffle.

    Is there a new online description of this intersection upgrade plan somewhere?

    1. Hi Davo. Taken from the Manukau LTCCP the intersection is dated 2011 – 2013. I would say you are looking at a 2012 -2013 construction start date.

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