Thursday, January 31, 2019

MoW: Bridge Truss "Repair"

Gil Moser posted four photos with the comment: "Can't remember the bridge number, I think it was on the river sub. It stayed like picture four [just a bunch of chains] for at least three years."

I know the EJ&E had a river sub. But I'll bet there are a lot of other railroads in the USA that also had a river sub. Maybe Gil is being deliberately vague to protect people's jobs.
Josh Rawls Looks like fatigue failure to me. It broke at a stress point.
Tom Mason thats a lot to break.
Dan Thomas Weld not a good repair for this old steel. Better to have bolted plates and angles. A very old bridge based on the bottom chord link and pin design.
Don Murphy I agree with the bolted plates and angles. I was Bridge Inspector on River Sub for several years and later Structures Supervisor. There is no way that would have stayed that way for 3 years back then.
Robert Oxley that's good steel though. The old stuff. [He probably means that it had a lot of pure iron from a blast furnace rather than just melted scrap steel.] Probably been red lead painted many times..lol
Kev Chaloner Would seem to be a bad design. The left hand web plate was not run past the angle bracket making the right hand web plate carry most of the load and fail by fatigue. That joint has been flexing for quite some time. I would be checking all the other ones quick smart.

1

2

3

4
4, cropped
This shows that a truss member designed to take a compression force is not always subjected to a compression force. This break was caused by a tension force. More specifically, the forces probably changed between compression and tension as a train rolled by causing metal fatigue. If it was always under compression, the gap would not hang open.




I don't like "talking heads" videos, so I find these hard to watch. But there is some interesting information in them. So I'll just park them at the end of these notes. When he starts talking about "the lesson learned," I consider that the end of the relevant information.

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Tuesday, January 29, 2019

C&O Bridge over Wabash River in Peru, IN

(Bridge Hunter, no Historic Bridges, Satellite)

See CW Junction Tower for an analysis of how the C&O ran through Peru.

Jason Jordan shared
On the C & O of Indiana at Peru, IN. crossing the Wabash River.
Rob Kunkle photo
Not one, not two, but three C&O steamers heading south across the C&O bridge east of the power plant. 1949
[]Note that the "smoke" is white instead of black. This once again demonstrates that smoke is black during railfan excursions because the fireman is deliberately putting on a show for the cameras. Or maybe they are burning the "smokeless coalfrom the New River Coal Field in Southern West Virginia that the C&O served.
I once read that the C&O was the "mountain railroad of Indiana" because its diagonal path across Indiana took it over every river watershed in the state. But, of course, now I can't find where I read that :-(. Maybe that is why it takes three steam locomotives to pull a freight.

Satellite
I include a satellite image because of the log jam. It demonstrates how large they can grow if the debris is not cleared from active bridges. This jam must have stayed intact for a while because vegetation is growing out of it. I wonder what the vegetation is using for soil.
Mike Snow posted
Chesapeake & Ohio No. 446 F-15 C&O train #17 at Peru Indiana February 16, 1946 Swartz-McCarter Collection Neg No. 3949 photo by M.D. McCarter

James Boudraux posted
Crossing the Wabash River...Peru,In...8/77...R.Richard Koenig
rrPictureArchives: 1980 Amtrak train

FallenFlags: Chessie Cat on an engine

UP/Milw (Omaha) Bridge #15 over Mississippi River at St. Paul, MN

(Bridge HunterHistoric Bridges; Flickr in the open position; 3D Satellite)

Technically, this is not yet another swing bridge. It's a bobtail bridge. That means it is not symmetric. That is, one side is longer than the other. All though the differences in the length of the sides of this bridge are pretty small. I might have missed that it was a bobtail bridge if it wasn't for the conspicuous counterweight at the end of the short side. This bridge is also noteworthy because we seldom have a set of photos that include the interior of the control house as well as the machinery room.

Richard A Jeffery posted eleven photos with the comment: "I found a few pictures I had taken of Bridge 15. Located on the Mississippi River in St Paul MN. Bridge is known as the Omaha Bridge to the RR crews. Bridge was built in 1915."

1
If you look closely you can see the steam crane on a barge used during during construction
3
2
4
In the bridge house

5
The controls that cause the bridge to move

6
Entrance to the mechanical room under the tracks.

7

8
Notice the high water mark from 1965

9

10

11

A video of the span swinging open as viewed from a boat




Monday, January 28, 2019

Amtrak/Penn 1910 Bridge over Hackensack River in New Jersey

(Bridge Hunter3D Satellite)

Why yet another swing bridge? Because it appears that I, as a Federal taxpayer, am going to help pay $1.5b to replace this bridge. (I'd rather pay for efficient rail travel than more roads.) Or is the $1.5b for the complete access project including a new tunnel? Nope, $1.5b is just for the bridge! The entire "Gateway" project is $24b with $10b for the tunnel. [CrainsNewYork (payware)] The new bridge is higher so that it doesn't need a movable span. I assume that is why the replacement is such an expensive bridge.

Amtrak from ProgressiveRailroading

Street View

Amtrak continues to plan a replacement of the more than 110-year-old Portal North Bridge, a two-track, swing-span structure over the Hackensack River in Kearney and Secaucus, New Jersey. The bridge often malfunctions, causing transit delays on the busy Northeast Corridor.
“It’s about 23 feet above water and rotates to open for marine traffic. It has not worked properly more frequently than we’d like, and causes massive delays to trains,” said Amtrak spokesman Craig Schulz.
Amtrak plans to replace it with a new 50-foot, high-level, fixed-span bridge that can accommodate faster trip times and boost reliability. The $1.5 billion, six-span bridge will not open and close like a movable bridge, said Schulz.
The bridge replacement is part of Amtrak’s Gateway program, which involves a series of projects aimed at doubling rail capacity between New York and New Jersey, and improving resiliency. The new Portal North Bridge and a Hudson Tunnel project comprise the program’s first phase.
The new bridge will be built to the north of the existing structure, which eventually will be dismantled. The new bridge will feature 10 percent more capacity.
The project has a five-year construction schedule and the bridge has been designed, said Schulz.
Amtrak has collected half of project costs from local partners and applied to the Federal Transit Administration (FTA) for a core capital program grant. The railroad is awaiting the FTA’s review. For now, Amtrak has performed some early work for the project.
At some point, the railroad also expects to replace the Portal South Bridge with a comparable structure, said Schulz.
ProgressiveRailroading
I saved a satellite image since this bridge is supposed to be replaced.
3D Satellite
"Portal is considered one of the busiest railroad bridges in the western hemisphere, used by up to 200,000 passengers a day. When it gets stuck, it causes long lasting problems for passengers." Two problems closing it in one day delayed 80,000 passengers "on 16 Amtrak trains and 148 NJ Transit trains" because the second problem happened during rush hour. [www.nj.com]

Most of the closure problems are getting the miter rails to extend across the gaps and lock into position. "Sometime workers have to use sledge hammers to bang the miter rails between the bridge and land back into the locked position. On Nov. 23, 1996, an eastbound Amtrak train derailed on the Portal Bridge and sideswiped a westbound Amtrak train. The National Transportation Safety Board blamed the incident on the miter rails." [www.nj.com]

eBook, p32
Railway Age  (source)
Artist’s rendering of Portal North Bridge, courtesy of Amtrak.

Sunday, January 27, 2019

Bridges across the Mississippi River at Winona, MN and log rafts

1892 Horse and Wagon Bridge: (Bridge HunterHistoric BridgesJohn A. Weeks III; see "delicate" truss bridge in some of the photos below. The original wood trestle was replaced by a concrete open-spandrel arch, Satellite)

1871 C&NW Railroad Bridge: (Bridge HunterSatellite, the piers still stand in the backwater.)

1899 + 1928 C&NW Railroad Bridge, abandoned 1977: (Bridge HunterJohn A. Weeks III, good history; Main Channel Satellite, Backwater Satellite)

CB&Q+Green Bay and Western Railroad Bridge: (Bridge Hunter 1, Built in 1891; closed 1985; burned in 1989; removed in 1990; Bridge Hunter 2 has a better description; GreenBayRoute, 420' swing span; John A. Weeks IIIHAERSatellite)

1941 Vehicle Bridge: (Bridge Hunter; Historic BridgesJohn A. Weeks III; HAER; see satellite image below)

2016 Vehicle Bridge: (Bridge Hunter (For once, the plan is to restore the truss bridge and the two bridges will share the traffic load! Furthermore, the concrete-box girder design of the new bridge retains clear site lines of the old bridge.))


Photo from eBook, p 447-448 from Old C&NW Bridge Hunter
Opened in 1886. The draw span was 360' with clear openings of 160'.
I saved an image of the satellite view because the construction barges and new piers indicate a new bridge is being built. Fortunately, unlike Illinois, MN rehabilitates and keeps some of its truss bridges, including this one.
3D Satellite

Shorpy  (source)
[Note how the pivot pier aligns with the pier of the road bridge to form a straight navigation channel.]
Comments on the Shorpy site:
Bridge Over Troubled Water  Submitted by DaveA on Thu, 01/24/2019 - 10:35am.
Two bridges can be seen in this photo. One had been around for more than 25 years. The other, much bigger, was pretty new at the time. From a 1960s report for the Interior Department, addressing both:
        Although a railroad bridge connected Winona to the Wisconsin shore as early as 1871, the city had no direct highway access for another two decades. Teamsters made do with a ferry that carried them over the Main Channel to Latsch Island; there they disembarked onto a long wooden trestle that spanned the North Channel and the river's remaining expanse. In 1892, the ferry finally gave way to Bridge #5930, Steel, cantilever, through-truss design, the span was a municipally financed project designed to make Winona the main trade center for its Wisconsin neighbors. To retire the construction debt, the city administered the new "High Wagon Bridge" as a toll crossing.By the 1930s, auto traffic was making the now "old" high bridge obsolete, with its zigzag connection to an older North Channel wagon bridge a serious impediment.
A new span was designed and survives today about a quarter mile up river from the bridges seen in the photo above. Ironically, an updated form of the original North Channel wagon bridge survives for non-motorized traffic.

Answered my own question  Submitted by Mudhooks on Thu, 01/24/2019 - 9:31am.
The Winona Bridge had a swing span
“The bridge was built from the Wisconsin shore across the back channel to Island 72, now known as Latsch Island, across the main channel to the Winona shore. In the middle of the channel, a huge stone pylon was built up from the riverbed, and a steel and wood beam span was built on top of it. This section of bridge was designed to pivot on that center support, swinging parallel to the shore to allow steamboats, barges and log rafts to pass unimpeded. A tender's shack stood at the pivot point to shelter the rail roadman, who set the machinery in motion to swing the bridge closed when a train approached. At 363 feet, its swinging span -- the "draw" -- was the longest in the world.”
https://www.winonadailynews.com/special-section/pieces-of-the-past/thurs...
The eighth photo in a gallery
An early lithograph from the 1880s shows the railroad bridge and the ferry bridge that ran from Wisconsin to Latch Island.
[This would have been the RR bridge that proceeded the one in the above photo.]
The mention of "log rafts" in a Shorpy comment above was interesting. Did they really thread log rafts between the bridge piers? The article that contains this photo (see caption for link) says they put a steamboat at the front and back of a raft to steer the raft down the river. If you are interested in the logging industry that cut down the trees in Wisconsin by 1910, the article is well worth dealing with the single popup advertisement.
WinonaDailyNews, Winona County Historical Society
WinonaDailyNews, Winona County Historical Society
Malia Fox, cropped
Historic Wagon Bridge
CB&Q Photo from HAER MINN,85-WIN,1--8 from mn0091, cropped

Marvin Hielsen CB&Q photo, May 29, 1976 from the collection of Charles Tomashek during an excursion

John Weeks III, cropped
John explains that there was an emergency closure on June 3, 2008, after it was discovered the bridge had the same gusset problem that caused the collapse of I-35W. On June 14, they allowed cars and pickup trucks to use it. In addition to heavy vehicles, pedestrians and bicycles were still banned so that they could use the sidewalks to park equipment for bridge repairs. On July 22, the major structural repairs were done and they removed traffic restrictions. But the sidewalks remained closed until Oct. 3 because of additional repair work.
MnDOT
The Winona Bridge carries an average of 11,300 vehicles per day.
1942 Photo, first of 15 photos including some construction and ferry photos
In this 1942 photo, you can see the then-new Winona Bridge, left, the Railroad [C&NW] Bridge and the old wagon bridge before it was demolished in 1943.
[It is interesting that this much steel was allowed for a replacement during WWII.]

Roger Deschner photo from Bridge Hunter, cropped, License: Creative Commons Attribution-Share-Alike (CC BY-SA)
The two ends of the main span are about to meet in the middle in January 2016. The old bridge can be seen behind it, and the remains of the CNW - Winona Swing Bridge can be seen underneath it.
The approach spans are steel girder. The concrete box girders appear to be poured in place rather than lifting pre-cast segments at the ends. Some Winonans wanted "the demolition of the historic bridge in favor of building a new, beautiful arch bridge" even though it would cost $14m more. Accepting an ugly concrete bridge to help preserve the truss bridge caused trepidation in 2016 when MnDOT announced that they were putting the rehabilitation plans on hold because of estimated cost overruns. ($62m of the project's $142m was for the rehabilitation, but they thought it would cost $30m more. Part of the cost problem was a new engineering standard called HL 93.)  Everybody agreed that ending up with two ugly concrete bridges would be a bummer compared to the arches that Hastings and La Crosse got. The irony is that initially MnDOT wanted to tear it down; but, because it was Minnesota's last surviving through-truss bridge, federal law and regulators required studying the feasibility of saving it. [WinonaPost] The reduced the rehabilitation costs by replacing the approaches.
Roger Deschner photo from Bridge Hunter,  License: Creative Commons Attribution-Share-Alike (CC BY-SA)
The new bridge opened Aug 27, 2016. Because the paint on the truss bridge contained lead, before they sandblasted it and the rust off the old bridge, they had to enclose the truss "in tarps and creating a negative air pressure environment to contain paint, steel and concrete particles so they do not pollute the river or nearby ground." They will also add extra truss members so that it is no longer a "fracture critical" design.  [PostBulletin]

In 2016, they had made the decision to replace the approach spans, but they were debating if the new ones should be deck trusses like the old ones or beams like the new one. Since street views are typically more up to date, I checked it out. Obviously, they went with the choice of making the approaches look similar rather than replicating the deck trusses. But the difference in pier designs is interesting. Does the 12' trail on the new bridge require the more elaborate pier design?
Street View, July 2018

The ninth photo in a gallery
This photograph from 1935 shows the bridge in La Crosse, Wis., that was damaged when a car hit a girder, knocking a span of the bridge into the Mississippi River. The damage to the bridge, similar to the old wagon bridge in Winona, led to calls for the old bridge in Winona to be replaced.
[I doubt if a horse could take out a bridge girder. I wonder if a car could take out a girder in a more modern truss. I'll bet an 18-wheeler could. So rust is not the only reason to avoid "fracture critical" designs.]
The tenth photo in a gallery
[This closeup of the old wagon bridge allows us to see how spindly the truss was. At least it was steel instead of iron. The deck was made with wood.]
Why other towns with trusses got pretty new arch bridges while Winona got stuck with an ugly concrete bridge. Specifically, when La Crosse built their second bridge 10 years ago, the truss was not considered historic by the Federal Government.
3D Satellite of La Crosse's Cass Street Bridges
Actually, the concrete bridge does interfere with the view of the upstream side. But I can believe that it helps the downstream view.
RoadsBridges

A 2016 history of the efforts to fix the crossing. I haven't read it, but I include it for completeness.


Saturday, January 26, 2019

A Cat vs. USACE Roush Dam near Huntington, IN

(Satellite)
Michael Matalis shared WGN post
It pays to have nine lives.
[I put a rectangle around the cat in this screenshot of its slide down to the USACE worker in the boat.]

Huntington Sheriff Department, cropped plus Paint
Tracey Tribolet Who and how in the world did someone see that cat?
Chris Newton Tracey Tribolet , it was LOUD...!!!
[The red rectangle is my guess as to where it is when this photo was taken. You can see in the video below that it moved further to the right before it slid down the spillway.]

Huntington Sheriff Department
Good deed:
Today, Sheriff Newton received a phone call from a individual that was fishing at the spillway off of State Road 5, in regards to a cat that had become stranded on the spillway.
In the one picture you can see the cat in the very center. It is unknown how the animal got there, as there is no way to access that area, it is possible it had fallen off of SR 5 or was thrown off.
The cat was clearly in distress and retreated to the very top of the spillway area and lodged itself in the metal structure. There was not anyway to gain access to the animal, short of taking a boat out and hoping we could coax it down. It was decided it was worth a shot to attempt the help the cat versus doing nothing.
The Army Corp of engineers were on the scene and advised that they would get a boat and get permission to shut the flow of water off in an attempt to get the animal.
About an hour later they were able to shut the water off and launch the boat. When the boat reached the concrete spillway, the cat came out of the structure it was hiding in at the top, and slid the entire way down and the rescuers were able to grab it before it hit the water.
Heidi Greving-Stutvoet Mr. Vanjie is safe and sound! He has been missing for almost 2 weeks. I’d truly like to thank the Huntington County Sheriff Department and the rescuers from the Army Corp of Engineers who saved our beloved cat!
He is an inside-outside cat we took in when he landed on our doorstep a little over a year ago. We are very thankful to have him home! He is exhausted!
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Evidently the USACE web site does not contain photos of each of the dams it is responsible for. After spending some time trying to find info on this map on their site, I took a closer look with Google Maps. I accidentally got too close, and it switched into Street View.
Street View
That was good because I then saw the name Roush. Searching the USACE site with that name gave me hits on the 2007, 2008 and 2009 Annual Reports. The entry for this dam:
Name:  J. Edward Roush
River Basin:  Ohio
Stream:  Wabash
Community in Vicinity:  Huntington
Cal. Year Placed in Useful OP:  1968
Total Storage (Acre-Ft.):  153,100
Permanent Pool (Acreage):  500
Project Functions:  FRWQ
Type:  Earth & Concrete
Height (Feet):  91
Length (Feet):  6,500
I could not find a definition of the project function codes in the 2009 Appendix A. But Appendix E defines:
F:  Flood Control
R:  Public Recreation Annual Attendance exceeding 5,000
W:  Fish & Wildlife (Federal Or State)
I still don't know what Q means.

Fortunately, I later found the photo at the top taken by a sheriff that shows the spillway. I was surprised when the video said the cat was 50-75 feet above the water. I din't think Indiana was that hilly in that area.

I assume the "Idle Zone" is what gets filled between the Winter and Summer levels. The white area is what would be flooded if the reservoir was ever filled to capacity.
.pdf from IndianaOutfitters
.pdf from IndianaOutfitters
J McNeely
I see on Google Maps that the white area on the above map is green on the road map. Switching to the satellite image, the area is now mostly trees. It contains just parking lots and recreational facilities that could rather easily recover from being flooded. Except for the Wabash Church, But switching back to the road map, that is built on a rectangle of white instead of green. So they must have first built a hill, and then built the building with no basement. Sure enough, looking at some photos of the church, you can see the land slopes up around its perimeter. I wonder how often the water level has come up over their cemetery.

Starting at 0:20, this video shows the "outlet" that required about an hour to get permission to turn off so that the boat could approach the spillway.
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