WIL9287
Member
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You have to click “watch on youtube”'
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With all due respect, Bassfield is not ignored or underrated. It is quite possibly the most talked about tornado of 2020, and certainly of the Easter outbreak, which produced several other notable tornadoes. The surveyors actually talked the original builder and there were several flaws with the structure. High-end EF4 is the right call. Here’s a video about the QRT response to Bassfield and Ashby.
This looks exactly like the woods on north Smithville when it exited town. Exactly.Based on aerial photo, it was likely that Ringgold strengthed significantly right before entering this place then it climb over the hill north of the subvision.
I am no botanist but I can tell trees in the sixth pic was the same species of Bassfield's debarking trees along Wille Fortenburry Road and was the second most insane debarking for this tree species I have notice in Dixie area.
Tree damages in this place was far severe than the average vehicle damages and the same thing happened on Tuscaloosa too. Horizontal winds proportion must stronger vertical winds proportion for both tornados. The core of both of them seems larger than Hackleburg/Smithville.
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For me, I may not think that the extreme wind force much greater than 210 mph is needed to destroy the iron frame bridge, because we need to consider the problems in the construction, anchorage and Bridge connectivity of the iron frame bridge. In fact, shortly after the formation of the 2013 Moore tornado, similar iron frame bridges were also destroyed. It may take relatively strong wind to destroy the iron frame bridge, but at least I don't think it needs extremely extreme windDefinitely. It managed to keep that Hook for a super long time. If i had to guess, i think winds must be well above 210 mph to destroy a trestle. I’d say it takes a lot a force to do that as well
With all due respect, Bassfield is not ignored or underrated. It is quite possibly the most talked about tornado of 2020, and certainly of the Easter outbreak, which produced several other notable tornadoes. The surveyors actually talked the original builder and there were several flaws with the structure. High-end EF4 is the right call. Here’s a video about the QRT response to Bassfield and Ashby.
Yeah it genuinely depends on the construction. If it’s relatively weak, then it may not take a lot of wind to destroy it. But if it’s very well built, it may take quite a lot of force and wind to do that, i’d say winds would have to be in the EF5 range, but not above 210 mph. i Do agree with your opinionFor me, I may not think that the extreme wind force much greater than 210 mph is needed to destroy the iron frame bridge, because we need to consider the problems in the construction, anchorage and Bridge connectivity of the iron frame bridge. In fact, shortly after the formation of the 2013 Moore tornado, similar iron frame bridges were also destroyed. It may take relatively strong wind to destroy the iron frame bridge, but at least I don't think it needs extremely extreme wind
That was one of the two rated F4, it was the second, longer-tracked one.Speaking of bridge damage,It is interesting to view the Greers Ferry Lake AR tornado in March 1984(I'm not clear it is the one that rated F4 on 3/15/1984).Looks like a metal bridge got completely torn off the concrete bridge pier and thrown, I'm not clear whether the bridge had some extent of anchoring.Also would like to know where did the"210mph"come from? Wasn't able to find out any paper about how strong the winds can take down a bridge.
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I believe they found paint on the house that matched with paint from the car that was thrown into the field.In terms of Bassfield, the high end rating of that cabin was quite reasonable due to the reason such as the anchor spacing being a little too big around the corner of the house. But reason like vehicle impact, was a little bit contradictory to me. We know when vehicle nearby house wasn't moved then it can be a reason why this house didn't rated EF4 or 5. But when the vehicle was tossed, it was just impossible to rule out the possibility that it had an impact on house damage, especially when the vehicle was tossed in very high speed. It was easy to understand beacuse no one can really figure out what actually happened to a certain damage. It can always be an potential vehicle impact to a house. So there was a contradiction exist to me.
The discussion about Bassfield was for sute widespread at that time and I think many people assume that it reached EF5 intensity some point of lifes. I think they were right. The DIs was so little along its path when at the peak intensity yet the damage it did to these limited DIs was truely remarkable. The true intensity of this tornado can still be underestimated even through the widespread discussion.
Yeah, I noticed this in aerial video. If the house and the vehicle was failed at same time which was more likely due to the very fast speed of the tornado, there still can be a paint left on the vehicle.I believe they found paint on the house that matched with paint from the car that was thrown into the field.
Your right. Plausible ground scouring noticeable.Possible scouring from the 2nd tornado.View attachment 6934View attachment 6933
Wondering if this may be another case of a tornado being intentionally underrated like Vilonia. Just speculation on my part.Here's a very underrated tornado imo that doesn't get talked about often. The Columbia, MS EF3 of 12-23-2014 leveled multiple brick homes in the town. At least one of them (first one) was well anchored to its foundation with closely-spaced bolts, and was even partially swept clean. This damage was rated 165 MPH EF3. At that stage, why not just go with EF4? They would have been well within their rights to do so.
IDK, it’s JAN and I feel like they were always pretty fair and middle of the road with their ratings, but right after Vilonia from earlier in 2014, they got real conservative for a while.Wondering if this may be another case of a tornado being intentionally underrated like Vilonia. Just speculation on my part.
Honestly there are two periods of F-EF Scale mess ups. La Plata and Vilonia controversy. Literally ever since Vilonia, we have had several EF4s and even a few EF3s that have produced EF5 damage and the EF3s were producing EF4-EF5 damage. Vilonia,Rochelle,Chapman, Chickasha, and goldsby were all seriously underrated. Rochelle was literally able to pull a concrete walkway a few inches from it’s starting point thats just insane damage. The Canton Texas EF3 is also a good example, based on what i’ve seen, it was definitely an EF4. Completely missed houses and damage indicators. La plata was just so annoying. We had so many underrated tornadoes after that. Westminster and Harper. I just really hope this can stop soon and ratings can be more accurateIDK, it’s JAN and I feel like they were always pretty fair and middle of the road with their ratings, but right after Vilonia from earlier in 2014, they got real conservative for a while.
Eventually, they went back to their more objective, context-heavy method of surveying, but I think the precedent set by Vilonia rattled several survey teams at various WFOs, causing them to second guess their ratings and play it more conservative than they normally would.
This, in my opinion, was the worst part of the Vilonia rating debacle. It set an absolutely terrible precedent and temporarily plunged us back into post-La Plata F-scale territory. I wouldn’t be surprised if some WFOs are still kinda “shaking it off” so to speak.
One big positive is I’m seeing a little bit of an increase in tree damage-based EF4s. Most surveyors weren’t quite bold enough to make those kind of calls a few years back, but it’s more become accepted that debarking of a certain intensity is unique to EF4+ events.