Rt 376 SB Marker 1110 – Near Miss – oncoming bicyclist and wide trailer – 2020-07-07
On the northbound side, another cyclist rides the sliver of pavement between the fog line and the gravel ridge built up from the deteriorating patches, being overtaken by a huge pickup towing a full-width quad-wheel trailer full of lawn maintenance equipment. The driver has eased about as far toward the yellow line as possible to give the cyclist barely enough clearance:
Rt 376 SB Marker 1110 – Near Miss – oncoming trailer – 2020-07-07
I am not “taking the lane”, because I’m towing a trailer of groceries and there’s always overtaking traffic coming around the blind curve behind me:
Rt 376 SB Marker 1110 – Near Miss – horn – 2020-07-07
You can’t hear the car’s horn, but it’s right in my ear.
The white patches beside and behind the trailer are the fog line paint on the original asphalt surface showing through the disintegrating scab patch. Cyclists cannot ride safely on broken pavement with half-inch discontinuities, which is why I’m to the right of the fog line, mostly off the edge of the patch. If I “took the lane” as expected by NYS DOT, I would be riding about two feet into the lane, in line with the car’s right headlight, to avoid the wheel-grabbing longitudinal fissures showing through the scab patch.
Back in the day, John Forester’s Effective Cycling defined how vehicular bicycling should be done; our now-fragile comb-bound 1980 Third Printing of the 1978 Third Edition still has a place of honor on our bookshelves. I recently discovered his analysis of how traffic signal timing should work online, which says I’ve drawn the wrong conclusions from my observations of the absurdly short green / yellow / red cycle on Burnett Blvd at Rt 55, just in front of NYS DOT’s Region 8 headquarters.
The phasing sequence that is required by current traffic law is as follows:
1. Green, which may be very short when only one vehicle is waiting
2. Yellow, of only sufficient duration to allow a stop from maximum legal speed before entering the intersection
3. Red (a 4-way red), for sufficient additional time for traffic to clear the intersection before the conflicting green appears.
With that in mind, here’s how his analysis stacks up against one of our recent trips through the intersection. The four-digit number in the picture titles gives the time in frames at 60 frame/sec.
We’re stopped one car length behind a long trailer of paving equipment sporting an Iowa license plate. The driver has stopped with the trailer straddling the lane divider line, so we cannot determine which way he will turn. Because we no longer trust turn signals, despite the trailer’s blinking left signal, we will not pull up beside it in the right lane.
Frame 0127, T = 0 s, Δt = 0 s: The signal has just turned green:
Burnett Opposing Green – AS30V – 2020-06-26 – 0127
Frame 0264, T = 2.28 s, Δt = 2.28 s: The trailer has started moving and Mary is rolling behind it, with her foot just coming off the ground:
Burnett Opposing Green – AS30V – 2020-06-26 – 0264
Frame 0721, T = 9.9 s, Δt = 7.6 s: The signal turns yellow, after DOT’s additional five seconds of green; previously, we had five seconds and would have been able to stop. We’re accelerating as hard as we can, but Mary has barely passed the stop line:
Burnett Opposing Green – AS30V – 2020-06-26 – 0721
Of course, entering an intersection on a stale yellow is undoubtedly unwise. It is not so unwise for someone traveling fast, because that person may well clear the intersection before the conflicting traffic starts. It is much more unwise for someone traveling slowly, but it is done and it is lawful.
Forester, ibid.
We’ve traveled about three car lengths in the seven seconds since the trailer started moving. Our bikes will sometimes trigger the signal if we’ve stopped in exactly the right spot over the unmarked sensor loops, but we have never observed our bikes retriggering the signal to lengthen the green or yellow phases as we ride through the intersection.
NYS DOT apparently expects us to stop abruptly when the signal goes yellow, wherever we may be with respect to the stop line and regardless of how fast we may be moving. In fact, given what you’re about to see, we’re expected stop on green to ensure we can start from the stop line during the next green signal.
Frame 0983, T = 14.2 s, Δt = 4.4 s: The signal turns red. The trailer is visible on the left, beyond the median signage, but we haven’t reached the middle of the intersection. I’m lined up with the rightmost lane of westbound Rt 55 and Mary is about in the center lane. The white car on our right is stopped, the black car is slowing to a stop:
Burnett Opposing Green – AS30V – 2020-06-26 – 0983
Frame 1101, T = 16.2 s, Δt = 2.0 s: The opposing signal goes green for Rt 55 traffic, while we’ve barely reached the middle of the intersection:
Burnett Opposing Green – AS30V – 2020-06-26 – 1101
Frame 1205, T = 18.0 s, Δt = 1.8 s: I’m lined up with the median, Mary’s in the center lane of eastbound Rt 55, putting us squarely in front of drivers who may be unable to see us through the stopped cars. The drivers to our left are, fortunately, waiting, unlike a previous crossing:
Burnett Opposing Green – AS30V – 2020-06-26 – 1205
Frame 1440, T = 21.9 s, Δt = 5.7 s: After 22 seconds, we’ve cleared the intersection and are proceeding eastbound on Rt 55:
Burnett Opposing Green – AS30V – 2020-06-26 – 1440
Forester observes the all-red phase must be lengthened to allow cyclists to clear the intersection. Right now, two seconds isn’t enough. Ten seconds would suffice for a pair of reasonably fit, albeit aging, cyclists.
This system fails to provide the required safety in the case of bicycles for three opposite reasons.
1. Bicycles are small and are harder to see. In particular, the most visually impressive part of the bicycle and rider is low down where it is easily shielded from view by the hoods of motor vehicles. Sometimes the only part of the cyclist that can be seen by drivers waiting at the stop line with other vehicles on their left is the head of the cyclist.
2. The cyclist crossing a typical intersection is close to the fronts of the line of cars waiting at the stop line on the cyclist’s right. This is not good judgement on the part of the cyclist, but so much emphasis has been put on staying far right that this position is typical.
3. The cyclist who is traveling slowly, or, more importantly, is starting from a minimum-duration green, is barely into a wide intersection when the conflicting green appears.
The result is a car-bike collision as one of the vehicles in the lanes nearest the curb starts up, or speeds up, and hits the cyclist who suddenly appears in front of it.
Forester, ibid.
I’ve had a DOT engineer tell me, sneeringly, that they don’t design facilities for “professional cyclists”, which commuting to work evidently made me; he was not, however, a “professional driver” even though he used a car for a similar purpose. It’s obvious DOT doesn’t design facilities for “ordinary” cyclists, either, and the evidence suggests they don’t design facilities for cyclists, period, full stop.
I still want someone from NYS DOT to explain how this “makes our highway systems safe and functional for all users“, perhaps by bicycling with us through the intersection a few times, but I’ve never gotten a response, let alone an answer, to anything I’ve ever sent their way.
Our southbound bicycling routes take us through the intersection where Vassar Rd becomes NY Rt 9D at NY Rt 9. This is a large intersection:
Rt 9 Vassar Rd SB – distances
It’s worth noting that Rt 9D and Vassar Rd are also NYS Bicycle Rt 9., so bicycle traffic is expected, if not precisely welcomed.
We’re traveling south on Vassar Rd, stopped in the right-hand lane (in the upper right of the picture). Eventually, the signal turns green:
Vassar Rd at Rt 9 – Green signal – 2020-06-21
The traffic to our left starts moving, we start pedaling, and ten seconds later the signal turns yellow:
Vassar Rd at Rt 9 – Yellow signal at 10 sec – 2020-06-21
The traffic hasn’t cleared the intersection, either, but they’re moving faster than we are. The first distance marker on the map shows we’ve traveled 85 feet at an average 5.8 mph from a standing start.
After another five seconds, we’ve traveled 80 more feet (at 11 mph!), almost the far side of the intersection. Which is a good thing, because the signals on Rt 9 have already turned green and vehicles are accelerating toward us.
We didn’t have any fires in the neighborhood where it might have been a problem, but I’ll try the water department this year …
Oddly, the water department repainted most of the fire hydrants along most of the roads last year. This one apparently didn’t qualify, for whatever reason, despite being only slightly off Rt 376 on Sheldon:
Frozen hydrant – Sheldon at Rt 376 – Google Streetview
NYS DOT Region 8 Dutchess South recently did enough over-the-rail clearcutting to make Rt 376 bicycle-able from Red Oaks Mill to Maloney Rd!
To the best of our memories and judging from the tree stumps along the rail, it’s been a decade since DOT last clearcut that section; the Japanese Knotweed has definitely taken over since then.
Here’s what the Knotweed looked like in June, just north of Maloney Rd, after a trimming in May:
Rt 376 at Maloney – knotweed overgrowth – 2019-06-07
Now, it’s not nearly so snug out there:
Rt 376 Clearcut – 20 – 2019-08-29
Here’s a slide show starting with Dutchess North’s routine grass mowing in Red Oaks Mill and ending with Dutchess South’s clearcut just north of Maloney Rd:
The Wappinger Creek bridge seems to be a no man’s land between the two Residencies, but we can generally take the lane:
Rt 376 Clearcut – 03 – 2019-08-29
We hope Dutchess South’s over-the-rail maintenance will become an annual event and prevent the brush from taking over again.
The Smell of Molten Projects in the Morning 