North Portal bridge railfan alert

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The original Portal bridge was opened twice today (11/19) to prepare for the arrival. Both times it closed properly. It'll be intresting to see how it goes when the main span arrives.
I really hope the weather is great so we can see that whole maneuver getting the span up river of the swing span. Would not be surprised if the passage will be the heaviest ever transit thru the present bridge opening.

Dates for all the work for transiting and installing will need close attention to dates and times.
 
This is the first of three tied-arch spans to be delivered from the fabricator located near Albany. Each of the three arches span 400 feet. To put things in scale, each arch is 86 feet high, 57 feet wide, and weighs about 2700 tons (5.4 million pounds). The channel width will expand from about 90 to 270 feet and clearance above the river will be 50 feet.

It is a huge advantage to be able to fabricate and assemble the arches off site then barge them to the work location rather than stick building the spans on site.

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Are the 3 spans completely identical? I would guess the center span will be last so tugs can get by the new fixed bridge.

Would guess they are nearly identical. Span lengths, widths, and arch heights are the same. There may be some minor detailing variations to account for differing fixation to the pier caps and the profile the track across the bridge.

I'll be interested to see if they use the tides to help the lift and placement of the arches. The tidal difference varies from about 3.5 to 5 feet at that location, depending on the moon phases. It would be pretty slick to jack each arch to approximate height on the barge, float it into position at high tide, then let the outgoing tide lower it into place. It would save some heavy picking and lifting.
 
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I heard Portal Bridge was also opened on Tuesday to test the bridge in preparation for the move. I saw little media on the piece's arrival.

Insane luck or extremely good calculation? This was filmed from the PATH Lift Bridge. Uploader says it was just before the bridge was opened; the Portal North span was going under the Pulaski Skyway.

 
This just got fantastic coverage on WPIX NY. The span is already in place or close to it. Reps from NY Transit and Amtrak with their teams, to give a full rundown of where this project is and when they expect it to be in use: 2026. Mention is that the old span will be torn down and hopefully a 2nd new bridge can get built, bit so far there is no funding for that phase.
 
Is there any plan to keep the old bridge in service as extra rails until funding is available for a second bridge? Or is that pointless as long as the Sawtooth Bridges are limited to two tracks?
 
This just got fantastic coverage on WPIX NY. The span is already in place or close to it. Reps from NY Transit and Amtrak with their teams, to give a full rundown of where this project is and when they expect it to be in use: 2026. Mention is that the old span will be torn down and hopefully a 2nd new bridge can get built, bit so far there is no funding for that phase.
Any video of the span being put in place? When will the next span arrive?
 
On Monday, 11/25/24, as my daughter was driving us to NYC I took a video hoping to get a good shot of the new span but I couldn’t get my phone high enough. IMG_7782.jpeg didn’t help that we were not in the right lane.
 
This is speculation> From appearances the lifting mechanism was installed on the barge in 2 complete sections. Note all the equipment on the barge(s) that is not typical of any barge. The barge was then moved in sideways next to the pier. The bridge was then raised to above the pier's bent. There appears that there is a way to split the barge so it could slide in sideways next to the columns of the pier. The barge with the bridge section then moved sideways until bridge was directly over the column's bent. Lowered the bridge's east section onto the bent and barge could pull away. Probably barge is already on way back to Albany to get the west section.

The cantilever of the bridge is still somewhat a puzzle without any clear picture to analyze. Suspect there is some kind of temporary cribbing to support the heavy side that will be used to slide the heavy section into its final location. Relocating all that cribbing to the west side might be a time limitation for installing the west span. Central span no cribbing just lifting span, moving over, and the lowering into place.

What was originally a puzzle was all the tugs used to move the barge down the Hudson. With a split section suspect all the tugs probably were there to keep the barge(s?) together.
 
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