Following The Chaos Of A Detour – Part 1
When the City of London developed a detour around construction at the Thames Valley Parkway (TVP) unknown planners failed to understand how cyclists behave in their normal progression through their urban environment. The result is that several dangers were created along the route. This article will discuss the first of three locations where those dangers exist: A left turn from Ann Street onto Talbot Street.
A Map of the Detour
Below is a map showing the area of the Thames Valley Parkway construction and the original detour route around it. There are three areas of concern along the route: 1. A required left turn onto Talbot, 2. A passage through the narrow Canadian National Railway (CNR) underpass, and 3. A steep downslope on Grosvenor St into a busy parking lot at Gibbons Park.

This present article will focus on the first of the three dangers: The left turn from westbound Ann Street onto northbound Talbot.
The Left-Turn Problem
The figure below shows an overall view of the area of the original detour where cyclists are asked to turn from the TVP onto Ann Street and progress eastward to the intersection with Talbot Street. They are then asked to make a left turn onto Talbot to take them toward the narrow underpass of the CNR underpass.

The next figure below shows a closer, overhead, view of the intersection of Ann and Talbot. The red lines indicate the required motion that cyclists need to take to continue along the detour route. But the figure also shows the presence of a pedestrian crosswalk.

The figure below shows another view of the intersection looking north along Talbot Street. The red lines indicate the left turn required of cyclists to continue northward toward the CNR underpass. Again it can be noted that there is a pedestrian crossing at the intersection.

And again, the figure below shows a view looking eastward along Ann Street toward Talbot. This view also shows that there is a pedestrian crossing installed at the intersection. Those travelling eastbound on Ann and wanting to cross Talbot simply needed to press a button mounted on the pole and flashing pedestrian-crossing lights would be activated requiring all traffic on Talbot to come to a stop. So there should be no problem for cyclists who need to make the left turn: All they need to do is press the button on the pole. It appears that this may have been the logic of the unknown planners who developed the detour route.


But what happens in practice? Never mind the theory, what did the planners know about what would happen in practice? Before answering that question we need to review some observations of cyclists in the area.
Video Observations of Cyclists
Throughout the summer of 2022 Gorski Consulting was involved in a traffic study at Blackfriars Bridge where it connected with the TVP. This location is just south of the area of construction at TVP. Five, 2-hour, videotaping sessions were conducted between May 29th and August 9, 2022. The actions of cyclists were monitored to determine the direction from which they entered the study area and the direction they took when exiting the study area. The table below shows the results of these observations.

The above table shows that 390 cyclists were observed to travel northbound toward the area of construction in the 10 hours of video observations, or 39 cyclists per hour. Also 68 cyclists were observed to travel westbound across Blackfriars Bridge, or about 6.8 cyclists per hour.
We wanted to explore how the detours affected the motions of cyclists so we conducted another 1-hour of video observations on August 23, 2022, or one day after the detour became active. This session revealed that only 24 cyclists travelled northbound on the TVP toward the area of construction, but 16 cyclists travelled westbound across Blackfriars Bridge. In other words a reduced number of cyclists used the original detour and this is noted in the drop in observations from 39 per hour to 24 per hour. And the observations seemed to support that some cyclists used the alternate detour route of crossing Blackfriars Bridge and travelling onto Gunn Street – and this is supported by the increase in observations from 6.8 per hour to 16.0 per hour. So these data provide some context to what is happening along the original detour route.
Next we conducted video observations at the intersection of Talbot and Ann Streets on August 24, 2022, over a period of 2 hours. At 15-minute intervals we noted the actions of cyclists passing through the intersection. The results from that study are shown in the table below.

As can be seen in the table, a total of 55 cyclists were observed in the 2-hours of observation. Those cyclists who were following the detour route toward the CNR underpass are located in the column “EB Ann Turn NB on Talbot” and there were 21 such observations, or 10.5 per hour.
So we can summarize by saying that during the summer of 2022, about 39 cyclists were travelling northbound on the TVP per hour before the construction began on the TVP. Just after the TVP was closed the number of northbound cyclists was reduced to 24 cyclists per hour. And then we see a further reduction in cyclists at the intersection of Talbot and Ann Streets to just 10.5 per hour. So the number of northbound cyclists using the original detour route dropped dramatically compared to the number of northbound cyclists before the construction began. In a way this reduction is helpful from a safety viewpoint because fewer cyclists became exposed to the unsafe conditions of the original detour.
We can now return to the issue of the the left-turning cyclists as they travelled eastbound on Ann Street and approached the left turn onto northbound Talbot. Recall, all they had to do to cross Talbot was to press the button located on the pole on the south-west corner of the intersection. Our testing confirmed that, as soon as that button was pressed the flashing lights became illuminated immediately and there would have been very little delay for cyclists. So what actually happened when these 21 cyclists were observed on video?
Of the 21 cyclists not a single one actually pressed the pedestrian-crossing button to cross Talbot Street. Eleven of the 21 cyclists waited patiently at the west edge of Talbot Street, some for a considerable time, before a gap was made available in traffic and they completed their left turn.
The remaining 10 cyclists never attempted the crossing. Instead they turned left onto the west sidewalk of Talbot Street and began riding northbound toward the CNR underpass. But the sidewalk on the west side of Talbot came to an end at the underpass. And this caused a dilemma. Since Talbot Street was filled with heavy traffic how were these cyclists going to get through the CNR underpass? In the next article we will present several examples of what took place.
Discussion
What were planners at the City of London thinking when they created the original detour? Did they believe that cyclists approaching eastbound on Ann Street, and wanting to make the left turn to northbound Talbot, would deviate from their position on the road and come onto the south sidewalk to press the pedestrian crossing button? No one can read their minds.
However, if cyclists were expected to cross Talbot Street using the pedestrian crossing then that presented another problem. Cyclists are prohibited from riding within pedestrian crossings. So what next? After moving onto the south sidewalk and pressing the pedestrian crossing button was a cyclist expected to shimmy their bike over away from the pedestrian crossing and then cross from the eastbound lane of Ann Street? Clearly that would be impossible to believe because, from a practical sense, it just would not happen. That is not the way cyclists behave in the real world.
It was fortunate on the afternoon of the videotaping that traffic on Talbot Street was extremely dense such that on many occasions northbound vehicles were crawling forward at very slow speed. This improved the cyclists’ chances to enter the stream of traffic. But that favourable outcome would not always be there. It is likely that there would be occasions where traffic was less-dense and northbound vehicles could be travelling at the posted speed or higher. Then the ability of left-turning cyclists to enter the northbound stream could be worsened.

In such chaotic situations both drivers and cyclists learn to adapt and accommodate. Many drivers are alert enough that they detect the presence of a cyclist whose intention is to enter the lane in front of them. And cyclists are particularly careful not to enter traffic until they are sure they can do so in safety, or it could mean their life. So these accommodations help to mask the dangerous conditions that exist. However, over the long run, there is a higher probability that less-attentive drivers and cyclists will meet and the result becomes tragic.
This is why video observations such as those presented in this article are important. Even before a tragedy occurs we can make observations of the detour and draw conclusions about what might happen. And we can use this analysis to consider how we might improve the safety of cyclists in any further planning of detours.
There are two more articles forthcoming that will focus on the remaining two dangers along the original detour: 1. The narrow CNR underpass, and 2. The steep downslope of Grosvenor Street into Gibbons Park.
Following The Chaos That A Detour Makes – A 3 Part Series
Detours that create chaos should not be taken lightly. While users can be accommodating to them, improper detours heighten the probability that a serious accident will eventually happen. This is the case at a detour of the multi-use pathway of the Thames Valley Parkway in London Ontario. Highlighting this chaos needs to result in changes to how detours are planned for vulnerable pedestrians, cyclists and other non-motor-vehicle travellers.
The General Safety Problem
Certain unknown individuals at the City of London made decisions that led to the creation of a detour around the construction site of the Thames Valley Parkway between Blackfriars Bridge and Gibbons Park. Users/cyclists proposed an alternate (and safer) route that would take cyclists along the west bank of the Thames River, through Gunn Street and Gibbons Park. The City initially accepted this change. But subsequently individuals at the City of London decided that both detours ought to be publicized as acceptable routes.
Review of these decisions by Gorski Consulting indicated to me that the creation of the original detour was a poor decision from poor planning and/or a lack of understanding. Shortly after the two detours were in place, Gorski Consulting began to conduct video observations along the original detour route. As expected these observations revealed some serious safety issues. Those issues rest at the three locations of the detour route shown in the map below.

A Chaotic Example
As an example, the following three images are frames taken from video that was taken on August 24, 2022 on Talbot Street between Oxford and Ann Streets. This date is just 2 days after the TVP was closed and the detour became an advised alternate route. The images show a cyclist following the originally recommended detour.



Future Articles
From my analysis it appears that individuals at the City of London failed to understand how cyclists behave in urban environments. This lack of knowledge or understanding has created the chaos along the detour that is about to be discussed. Given the extent of detail that is required, this discussion will be broken into three articles, each article focusing on one of the three areas of concern shown in the above map. These articles are now being assembled and will be posted on the Gorski Consulting website shortly.
Highway 401 Damaged Cable Barrier – Continued, Unadvertised Safety Problem

Not much interest was shown by the public when Gorski Consulting posted an article on May 7, 2022 on our website regarding unrepaired damage to the median cable barrier along Highway 401 between London and Tilbury Ontario. On September 2, 2022 I took another drive along this portion of Highway 401. I observed that the problem is even worse than previously reported.
I travelled about 68 kilometres along the cable barrier between Colonel Talbot Road (near London) to Victoria Road (near Ridgetown). Along this route I observed 4 distinct areas where the cable barrier was damaged and unrepaired from previous impacts. These areas are noted below.
1st Area of Damage: East of Union Road



2nd Area of Damage: West of Furnival Road
The second area of cable barrier damage was observed while travelling westbound past Furnival Road. The cable was located at the edge of the eastbound lanes so the photos below show the view looking across the median. The area of impact damage was located just west of the overpass of Furnival Road.




Upon my return trip in the evening, travelling eastbound, I took the following photos of the same location, west of Furnival Road. In the following photos, several hundred metres west of the area of impact, it is apparent that the cable barrier has lost its tension. In fact the closest cable barrier anchorage is located about 2.8 metres west of Furnival Road. We will see shortly that the impact damage to the cable barrier is just west of Furnival Road. And it will be revealed shortly that the anchorage at the east end of the cable barrier is about 790 metres west of the overpass of Furnival Road. Therefore the cables would be loose for about 2.1 kilometres.



At the right edge of the photo below is a green sign indicating that Furnival Road is 1 kilometre ahead. However this distance may refer to the start of the exit lane and not to the overpass. We can also see the overpass of Furnival Road in the background. It is also possible to see the faint orange colour of traffic cones positioned at the impact location of the barrier. So this gives us the ability to estimate the location of the area of impact.


As we approach the area of impact we can see that the cable barrier is still without tension on all 4 cables.



Just beyond the area of impact the photos below show that the cable barrier continues to exhibit no tension in all 4 cables. This condition exists until the cable reaches an anchorage point just west of the Furnival Road overpass, as shown in the photos below.


In the photo below we see an turn-around driveway in the centre median which is also the location where the cable barrier ends at an anchorage and another anchorage begins for a new length of cable. This turn-around driveway is located 790 metres west of Furnival Road.

Note how the cable barrier is without tension at all 4 cables up to the point where it reaches the anchorage point. Then, upon gaining a new anchorage at 790 metres west of Furnival Road, the cable barrier seems to contain tension all the way up to the overpass at Furnival Road, as shown in the photos below.



3rd Area of Damage: East of Dunborough Road
Next we progress further eastward to a location about 12 kilometres east of Furnival Road, at the Dunborough Road overpass shown below. Dunborough Road is located just east of West Lorne Ontario and just over 2 kilometres west of the West Lorne En Route service centre. As can be seen in the photos, a new section of cable barrier begins at the Dunborough Road overpass along the north edge of the eastbound lanes. However, as we look closer at the anchorage point of the barrier, the cables appear to have lost their tension.



As we continue to travel around the sweeping left curve of the highway we can see, in the photos below, the loss of tension in the cables for a substantial distance.







We then reach the area of impact of the cable barrier which is located just west of the exit to the West Lorne En Route service centre. The photos below show the damage to the cable barrier resulting from this impact.




In the photo below we can see some tire marks on the far side of the median. Although I have no information about this collision these tire marks suggest that a large truck was westbound, entered the median, and then struck the cable barrier on the far (eastbound) side of the median in the foreground. Further research is needed to determine whether this suspicion is correct.

East of the area of impact the photos below show that the cable barrier has lost its tension (at least) in the top two cables. This loss of tension continues for several hundred metres until another anchorage point is reached at the location where the curve of the highway ends about 2.2 kilometres west of Coyne Road.


4th Area of Damage: West of Coyne Road
In the two photos below we see the loose cable barrier from the Dunborough Road impact and it terminates at a new anchorage point adjacent to the En Route service centre in the eastbound lanes of Highway 401. This location is about 1.4 kilometres east of Dunborough Road or 2.2 kilometres west of Coyne Road. It is also only about 350 metres west of the exit to the En Route service centre. A new length of cable barrier begins at this point.


Yet, when we look at the cables along this new section they also appear to have lost their tension. The second cable from the bottom certainly looks to be loose. In the background, next to the white truck we can see a small orange cone and this is the location of another impact the cable barrier.

I almost missed taking a photo of this additional area of damage however an out-of-focus view is shown below. In the background the entrance/exit can be seen to the En Route service centre located in the westbound side of the highway. So this location is just west of Coyne Road.

The photo below shows the status of the cable barrier just east of the area of impact. Its position can be noted by the tall masts of the lighting at the entrance to the En Route service centre on the westbound side of the highway. Also in the background is the overpass of Coyne Road. The cable barrier contains loose cables, most notably the third cable from the bottom is very loose. This is caused by the impact damage of the barrier just west of this location.

The photo below shows the cable barrier as it reaches its next anchorage point at Coyne Road. The bottom cable appears to be loose at this location. But we also know, from the previous photo, that the third cable from the bottom is also loose.

Beyond Coyne Road the photo below shows that the cable barrier starts from a new anchorage. It is not clear in this photo whether the cable in this new section contains proper tension however we did not observe any further impact damage until the damage east of Union Road which is about 20 kilometres east of this location.

The following three photos are of the damaged cable barrier just east of Union Road. These views were taken while eastbound on our return trip.



Summary
In summary impact damage to the cable barrier on Highway 401 caused the barrier cables to be loose for a distance of 2.1 kilometres west of Furnival Road. Two additional impacts to the cable barrier between Dunborough Road and Coyne Road meant that an additional 3.6 kilometres of cable was left loose. Thus a total of 5.7 kilometres of cable were observed to be loose in the 68 kilometre distance between Colonel Talbot Road and Victoria Road. Stated differently, 8.4 percent of the total cable length was observed to be in a state of disrepair. There is no information available to determine the level of danger that exists when a vehicle makes contact with loose cables from a damaged barrier. Yet my review of similar incidents in other collision environments indicates that such an interaction could result in worse injury consequences than if no barrier existed at all.
In my website article of May 7, 2022 on this topic I made the following comment which still applies:
“It is easy to get information on the effectiveness of high-tension cables barriers especially from those organizations who either sell them or use them on their highway systems. But what about information that demonstrates their in-service performance and whether the barriers are being repaired in a timely fashion? Silence.”
The level of silence today is quite deafening. There has been no news media coverage of this issue. Certainly OPP vehicles travel along Highway 401 on a regular basis yet I have not heard or read of a single complaint or warning from police about this safety hazard. And there is no reason why the Ontario Ministry of Transportation should be allowed to cause these conditions to exist.
Are Construction Detours More Complicated and Dangerous When Cyclists Are Involved?

Construction detours are a necessity of life. However with the increase in cyclist traffic in North American cities the relatively simple detour route may require new considerations. In previous years, when motor vehicles dominated traffic volumes, there was less need to focus on the qualities of the roadway on which traffic was diverted. However, as cyclist volumes are increased there is a greater need to consider how those cyclists will mix with motor vehicle traffic. Also certain roadway characteristics that may be unimportant to motor vehicle travel may be of great importance to the safety of cyclists.
The Talbot-Grosvenor Detour
An example of the complexity of the problem is demonstrated in the construction detour in London, Ontario that was necessitated when the north branch of the multi-use pathway, the Thames Valley Parkway (TVP), needed to be closed for construction.
The TVP is a shared use facility that allows non-motor-vehicle traffic to travel through London. It generally follows the banks of the Thames River. The area of construction of the TVP is in the north-south section between the Blackfriars Bridge and Western University. Recent traffic counts indicate that about 84 cyclists and 102 pedestrians use the facility every hour. In addition another 7 special users (wheel-chaired, e-scooter, skateboard, etc.) also use the facility every hour.
Employees at the City of London developed a detour of the construction site on city streets that would take cyclists through several challenging roadway features. Three areas of concern can be noted.
Three Areas of Concern
Firstly, the detour required that cyclists make a left-turn to travel northbound on Talbot Street. Although Talbot Street is a two-lane roadway it is very busy and few gaps in traffic would be available for a cyclist to complete such a turn. Traffic volume data from August 23, 2018 available from the City of London indicates an AADT of 14,000.
Secondly, the same detour caused cyclists to travel through the narrowing of Talbot Street as it passed under a narrow underpass of the Canadian Pacific Railway line. And thirdly the detour caused cyclists to travel down a steep downgrade of Grosvenor Street into a busy parking lot at Gibbons Park.

Some examples of the challenges existing at the detour are shown in the figures below.









The third safety issue along the detour is the steep downgrade of Grosvenor Street leading into the busy parking lot of Gibbons Park. The downgrade contained a maximum of 15.7 percent which is a steep slope considering the environs of south-western Ontario. Additionally it became known that construction was supposed to take place at the bottom of the downgrade. A sewer pile was installed and this required that a trench be dug across Grosvenor Street at the bottom of the downgrade. This is precisely at the location where cyclists would reach their highest speeds. The site of the construction is shown in the following photo taken from the parking lot of Gibbons Park.

One cannot get into the minds of the persons who decided that this detour route was a reasonable decision. There must be some unknown reason why it was selected despite such safety concerns.
Brief documentations of cyclists travelling down the slope of Grosvenor Street were conducted between August 18 and 22, 2022. These observations showed that one cyclist reached a speed of over 57 km/h at the base of the downslope. While this single observation may not reflect the actions of many cyclists it has been demonstrated in previous testing by Gorski Consulting, at other locations in London, that a large percentage of cyclists reach high speeds on downslopes.
While speed is not the only factor that leads to cyclist collisions (and injuries) it must be noted that high speed is any important factor. This is particularly so at the Grosvenor Street site because cyclists ride into a busy parking lot at the end of the downslope. Drivers pulling into and out of parking spots would not be accustomed to looking for cyclists travelling at high speed toward, and past them. Given the typical actions of such drivers they would be more preoccupied with searching for the parked vehicles around them, to avoid hitting them, such that their focus would be on the very limited area around their vehicle.
A short time after the detour route was officially announced cyclists began to complain about its shortcomings. An alternative route was proposed taking cyclists along the west bank of the Thames River which avoided most of the safety problems of the original route. After some consideration the City announced that both routes would be accepted leaving cyclists to chose between the two. While this decision appeared reasonable it did not recognize that some cyclists would likely be unfamiliar with the area and may not be able to judge for themselves which route should be taken. Directing such inexperienced cyclists through the original detour could create unintended safety consequences. Unfortunately the City’s decision still stands until the construction is completed at the end of September, 2022.
Summary
Modes of transportation in North American cities are expected to continue to evolve in the near future as the world responds to a global climate crisis. Mass transit, various forms of e-vehicles, walking and cycling are all expected to push aside the motor vehicle that has dominated transportation for the past 100 years. With these new forms of motion there will be challenges as the road system needs to accommodate them. There will be times when accommodation is not ideal and conflicts will exist. For cyclists it means that travelling on roadways designed exclusively for automobiles is likely to continue for some time into the future even though great strides in changing the system occur. Road construction projects and changes to improve cycling environments will necessitate that cyclists be displaced onto detours that are normally thought of in terms of motor vehicle travel. It takes time to reverse that logic. More and more those who plan detour routes will have to have an understanding of the complexity of the new modes of transportation that are evolving. Those detours will have to consider that all users of the detour need to pass through it with a similar level of safety.
Judicial Inquiry into Red Hill Valley Parkway Continues

Forgotten to most, the Judicial Inquiry into the Red Hill Valley Parkway (RHVP) controversy is continuing in Hamilton Ontario. The inquiry was requested by the City of Hamilton, as noted in the following excerpt taken from a letter to the Superior Court of Ontario:
“At a meeting held on March 20, 2019, Council of the City of Hamilton passed a
resolution requesting a judge of the Superior Court of Justice to investigate matters
relating to a failure to disclose to the City Council a draft report prepared by Tradewind
Scientific Ltd., dated November 20, 2013 with respect to the friction levels on the Red
Hill Valley Parkway in the City of Hamilton.”
Complaints about the slipperiness of the surface of the RHVP had been reported on a number of occasions and several serious collisions were noted that could be related to that cause. Eventually it was discovered that a technical report prepared for the City of Hamilton by Tradewind Scientific in 2013 confirmed the substandard surface conditions however that report seemed to have become lost, or perhaps purposely hidden. The Judicial Inquiry was created to obtain the facts about how these events occurred. Meanwhile a class action lawsuit claiming $250 million dollars was announced against the City of Hamilton with respect to these events. Presumably the lawsuit is awaiting the completion of the Inquiry before moving forward.
However the Judicial Inquiry seems to be dragging on and on. One reason for the delay was the COVID-19 epidemic. Never-the-less millions of dollars have already been spent for the inquiry and its completion does not appear to be on the horizon. Yet, useful details are emerging, if one had the time to read through its transcripts. Up to July 20, 2022 the Inquiry has produced transcripts with a total of 9025 pages of testimony. And this only includes the testimony of witnesses. The testimony of expert witnesses is still forthcoming.
A twist in the proceedings occurred when the City of Hamilton requested that 56 documents in its possession should not be disclosed claiming “solicitor-client” or “litigation” privilege. A separate decision was requested the Judicial Inquiry and that was rendered on August 9, 2022 by arbitrator Frank Marrocco of Stockwoods Barristers. The decision did not bode well for the City of Hamilton and now the Inquiry is in a holding pattern as it awaits whether the City of Hamilton will appeal the decision.
…and the holding pattern continues and the Inquiry drags on and the costs continue.
Ultimately the taxpayers of the City of Hamilton will be paying for the costs of the Inquiry and for the results of the class action lawsuit which is still to come.
Much of the focus of the Inquiry may be on the actions of the Director of Engineering Services for the City of Hamilton, Gary Moore. The Tradewinds report was given to Moore and his actions seem to be at issue since the report became missing. His latest testimony was completed in July, 2022 just before the actions of the Inquiry were stopped to deal with the City of Hamilton privilege issue.
It remains to be seen how interested the public may in these proceedings. How a municipality’s actions may be hidden from public scrutiny may be a central theme in the Inquiry. Who was at fault for such secrecy? And how can such developments be addressed in the future in the actions of other Ontario municipalities? It requires the public’s vigilance to keep this proceeding in its busy radar when so many other issues take away the public’s attention.
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