Monday, August 31, 2020

1934 MNBR/MNBR over Tombigbee River near Pennington, AL

(Bridge Hunter; no Historic Bridges; Satellite)

MNBR = Meridian & Bigbee Railroad

It turns out the Meridian & Bigbee is the name for this route on my 1928 map AND the current name of the Genesee & Wyoming subsidy.

This bridge carried road traffic until 2000. I was going to pass on yet-another-lift bridge until I saw it went over the Tombigbee River. The new road bridge opened in 2001.
Debbie Newsom Hampton posted
The Old Naheola Bridge (an affiliated branch line with CSX) at Pennington, AL is one of only a few bridges in the world that ever accommodated rail, auto, and river traffic. Traffic lights, controlled by the drawbridge operator, were necessary because the bridge was only wide enough for one-way traffic, and motorists could not see from one end of it to the other because the half-mile long structure had a blind curve at one end. The lights also alerted motorists of an oncoming train or when the drawbridge was raised to allow river traffic to pass underneath. Auto traffic was discontinued on the railroad bridge in 2001 and thus the Old Naheola’s claim to fame.
C Kent McKenzie Here's a website that has a few photos of the bridge deck that give an idea of how fun it would've been to drive over this structure: https://www.ruralswalabama.org/attrac.../old-naheola-bridge/
C Kent McKenzie Here's a photo of two pickup trucks tailgating the daily M&B Freight across the bridge: http://www.rrpicturearchives.net/showPicture.aspx?id=1324304

Randall Hampton shared

Not sure exactly when this shot was taken, but the diversion of the road onto the modern highway bridge was done in 2001, so this pic has to be older than that.

This rail line has operated under many different names, including the Selma & Meridian, the Western Railway of Alabama, Atlanta & West Point, Family Lines, Seaboard System, Southern Railway, and most recently the Meridian and Bigbee, a subisidiary of G&W. It interchanges with CSX in Montgomery and at three other points with NS, BNSF, KCS, and Alabama & Gulf Coast. The west end is Meridian, MS.

The Tombigbee River has quite a story of its own; a rather infamous federal project involving the investment of many tens of millions of dollars on dredging and lock construction on a barge route that nobody wanted. It's a shorter and straighter route from the Gulf to central Tennessee than the Mississippi River, but the locks are too small for today's monster barge strings. And if a tug breaks up a set of barges and takes them through the locks a few at a time, the run takes longer than going around the long way.

Here's the Google Maps street level view from the new road bridge:
https://www.google.com/…/data=!3m6!1e1!3m4!1sRRMEv1lrCJ5gmJ…


No wonder traffic lights were needed because you couldn't see the other end. Big trucks were not allowed on the bridge so truck traffic to the paper mill on the west side of the bridge had to go a long way around.




While reading the american-rails page on this railroad, I got the following before I finished reading the post. So now I have to think three or four times before I ever access another link going to american-rails.

The new MNBR purchased some former L&N trackage from CSX and obtained trackage rights into Montgomery, AL. [HawkinsRails, if you scroll down past the locomotives, there are some timetables.]


Sunday, August 30, 2020

BNSF/Santa Fe Causeway Bridges at Galveston, TX

(Bridge Hunter; Satellite)
Modern lift bridge with concrete arch approach spans over Galveston Bay on BNSF Railway (and former highway).
Built 1912, Original Bascule replaced in 1987; 1987 bascule span replaced in 2012 by a lift span.
[Bridge Hunter]

A combined railroad and vehicle causeway was built in 1893 using a swing span for the navigation channel and trusses for the other spans. But it got destroyed by a hurricane in 1900. The concrete arches we see today were built between 1909 and 1912 to withstand hurricanes. The arches survived a hurricane in 1915, but the earth filled sections leading to the bridge were washed away. When they were rebuilt, concrete was used instead of earth.

The lift span is significantly longer than the 1987 bascule span.

arema

safe_image for Rail bridge moved into place, Feb 14, 2020, James Nielson/Chronicle
Workers wait in the fog during as the new Galveston Causeway Railroad Bridge is brought in on Tuesday, Feb. 14, 2012, in Galveston. The 382-foot bridge will replace the old 125-foot span that connects Galveston to the mainland. Construction began on the $80 million project in June of 2010 and is expected to be completed by this coming June. BNSF Railway's Regional Director og Public Affairs Joseph Faust said: "It was a spectacular sight to see the structure appear in Galveston Bay” during the foggy morning float in of the bridge.

Tom Bell posted four photos with the comment: "Here are some shots for you all. firstly, replacement of the Galveston causeway bridge for UPRR/ASTF/SP/MP, now just BNSF and UPRR joint trackage."





The 1912 movable span was designed by Scherzer Rolling Lift Bridge Company.

Postcard via Bridge Hunter

The 1987 movable span was designed by the American Bridge Division of US Steel (Chicago Engineering Office). I-45 was replaced in 2003 and 2008 to widen the shipping canal and to provide 8 lanes of  traffic.
TexasFreeway

Patrick Feller Flickr, License: Creative Commons Attribution (CC BY)

New Galveston Causeway Railroad Lift Bridge 0219121402

This new lift bridge was very recently [2012] put into place to replace the bascule bridge. The existing channel was dangerously narrow and the Coast Guard had ordered it widened. The old causeway structure between the two towers will be removed.

 
Satellite
The 1987 span was moved to California to replace a swing bridge. According to the comments, it is the Haystack Rail Bridge that is being replaced. But it still (accessed 2020) has the swing bridge in the satellite image. Of course the satellite images have a delay. That span would have been an interesting load going through the Panama Canal.

The concrete arches were built between 1909 and 1912 to withstand hurricanes.
arema

arema

SMU Libraries Flickr via Bridge Hunter, 
Public Domain: Published Prior to 1923


arema

The concrete arches do appear to have passed the test of time.
Patrick Feller Flickr via Bridge Hunter, License: Creative Commons Attribution (CC BY)
BNSF Approaching Lift Bridge, Galveston Causeway

I wonder what those new I-45 causeways cost. It doesn't look very crowded. I assume the traffic level depends on tourist season and hurricane evacuations.
arema

I've remembered that concrete was a bleeding edge construction material at the beginning of the 20th Century. At four miles long, I wonder if this was the biggest project at the time in terms of the quantity of cement used. The arch strikes me as rather flat. I believe that would generate a lot of horizontal compressive force. That would have the advantages of pre-stressed concrete. Specifically, temporary tensile forces introduced in the structure by waves, etc. would not offset the internal compressive forces so that the concrete would remain in compression. That made me wonder if they could skip adding rebar. No rebar would explain why it has lasted so long even though it doesn't set very high above salt water. But these diagrams show that they did use rebar.

Via Bridge Hunter, Public Domain: Published Prior to 1923
[It looks like each span covered 78'. The 8' pier added to the 70' arch.]

Via Bridge Hunter, Public Domain: Published Prior to 1923
[This explains why there was originally three tracks, one was for interurban. The "County Section" was for road traffic.]


Saturday, August 29, 2020

Franklin Street, IL-40 and Cedar Street Bridges over Illinois River at Peoria, IL

1913-1993: Franklin: (Bridge Hunter)
1933+2010 Cedar: (Bridge Hunter, Historic BridgesJohn A. Weeks IIISatellite) Kudos to IDOT for rehabilitating a truss bridge in 2010
1993: IL-40: (John A. Weeks IIISatellite

Franklin Street Bridge


Given how tight two barges fit through this bridge, getting a standard tow of 3-barges wide through this thing must have been very exciting. Replacing this bridge with a high bridge that doesn't obstruct traffic was needed.
Peoria Public Library via Bridge Hunter

Matthew Bietz posted
Howard Keil shared
Good view of the damaged TPW swing bridge [one, two] in Peoria 1977 from the Julia Belle Swain riverboat headed south on the Illinois River.

Cedar Street Bridge


I never realized that Cedar Street was a cantilevered truss until I saw it in the background of the above photo.

I labeled these notes with "bridgeStrauss" even though Cedar Street is not the usual Strauss trunnion bascule design because he was the designer of this bridge. "It is interesting to observe the main span of this bridge. The way the cantilever arms meet in the middle [with a hinge], the way that the main span span has an arched shape, and the configuration of the truss as a Pratt all are similar to what you would find on a bascule bridge like the Jackson Boulevard Bridge. Perhaps we can see the influence of an engineer whose experience was with bascule bridges here in this fixed bridge?" The anchor arms use Warren, instead of Pratt, trusses. "In 1933, this bridge won the prestigious award of Most Beautiful Steel Bridge from the American Institute of Steel Construction."  [Historic Bridges]
Boston Public Library Flickr via Bridge Hunter, License: Creative Commons Attribution (CC BY)

Street View

Andy Moon, Jul 2016

Barriger

IL-40 Bob Michel Bridge


I'm reminded that Bridge Hunter doesn't document ugly-concrete-slab-on-girder bridges.
John A Weeks III

Cary Miller, Jun 2019, cropped


KB&S/(Big4+NKP(LE&W)) Bridge over the Wabash River at Lafayette, IN

 (Bridge Hunter; no Historic Bridges; 3D Satellite)

I've seen this view a few times but ignored it because it is yet another truss bridge. But I've decided that about the third time is a charm.

HalstEd Pazdzior posted

"Through Truss 2 Track bridge(currently single track) once shared by the New York Central and Nickel Plate railroads. Reconfiguration of adjacent SR 26 and CSX and NS tracks forced realignment of East approach causing removal of 1 track." [BridgeHunter]
Indiana State Department of Natural Resource, Division of Historic Preservation and Archaeology via Bridge Hunter


Journal and Courier: February 12 1959 via Bridge Hunter





Friday, August 28, 2020

1969 Lake Amistad Dam and UP/SP Bridge

Dam: (Satellite)
Bridge: (Bridge Hunter; no Historic Bridges; Satellite)

The bride was built as part of the project to build the dam. The tall piers that we see during its construction help put the depth of the lake into perspective.

Charles Jenigen posted (I lost the link.)
Southern Pacific Bridge being built in the late 1960’s across lake Amistad in Del Rio Tx.
About two miles from my house.

Charles commented on his post
 
ibwc

Amistad Dam is the largest of the storage dams and reservoirs built on the international reach of the Rio Grande River. The dam was dedicated in 1969 by United States President Richard M. Nixon and Mexico President Diaz Ordaz.

The primary purpose for which Amistad Dam was constructed is flood control and water conservation storage for the benefit of the United States and Mexico. The dam is 6.1 miles (10 km) long, stands 254 feet (77.4 meters) above the riverbed and consists of a concrete gravity spillway section within the river canyon flanked by earth embankments. The dam has sixteen (16) spillway gates capable of releasing 1,500,000 cubic feet (42,670 cubic meters) per second.  The dam is operated and maintained jointly by the United States and Mexico Sections of the IBWC. The reservoir impounded by the dam extends up the Rio Grande River approximately 75 miles has a surface area of 65,000 acres (26,300 hectares) and a volume of 3,124,260 acre feet (3,886,578,000 cubic meters) at conservation elevation of 1117.00 feet (340.460 meters) above mean sea level.  See the official Amistad Dam & Power Plant Brochure.  View the Joint Report of the Technical Advisors of the IBWC regarding the Geotechnical, Electrical, Mechanical and Structural Safety of Amistad Dam

[1,500 kcfs is about an order of magnitude more than what I've seen for the spillway capacity of most major dams.]

ibwc-project

So the head for the spillway at Top Flood Control Storage is 1144.3 - 1086.4 = 57.9. The 16 Tainter gates are 50' wide by 54' high.
ibwc-project
 
It looks like they have a broken gate.
DelRio
 

NPS
The US Power Plant was constructed during 1980-83 and Mexico's Power Plant was constructed during 1981-87.

NPS

NPS


DelRioNewsHerald

Hurricane spawned rains in 1954 from 12 to 22 inches created a 90' flash flood on the Pecos River. That flood moved this dam from the talking stage to the planning and building stage. [DelRioNewsHerald]

DelRioNewsHerald

"Besides having to relocate the Southern Pacific line and the U.S. Highway 90 bridge, the IBWC had to tackle the issue of land fraught with porous limestone that could create seepage." They had to do a lot of grouting to create an impervious wall under the dam in the limestone bedrock. [DelRioNewsHerald]

I normally wouldn't have noticed the issue of a porous limestone foundation. But then I learned that in 2008 the USACE and others said after a 5-year inspection that the sinkholes were worrisome enough that funding was needed to study the problem. Some of those naturally occurring sinkholes existed before the dam was constructed. In 2017, after another 5-year inspection, the dam remains "potentially or conditionally unsafe" but hasn't reached the highest level of "urgent and compelling." [ibwc-orange-alert, LMTonline] So it seems the problem is not with the grout wall, but with a pre-existing condition. 

Below is the proposal for a 2010 study as a result of the 2008 inspection. Did they ever fund the study? If so, what was the results of the study? 
The agency initiated the implementation of several elements recommended in the consensus report, one of which includes the Risk Analysis Study. Dependent on the results from the Risk Analysis Study and availability of funds, the agency anticipates the initiation of the following work in FY 2010: 1) Foundation and embankment studies, to include stability studies, 2) Installation of additional embankment and foundation piezometers, 3) Further investigation of the "sinkhole area", 4) Further investigation of a previously reported "depression" area located on the upstream embankment, in Mexico, having proximity to the "sinkhole area", 5) A geotechnical "Willow stick Survey" and a Remote Operated Vehicle/Hydrophone survey. [ibwc-orange-alert]
ibwc-orange-alert


 
NationalParkService

The dam would not be built today [2016] because the lake drowned a lot of archaeological cave paintings and prehistoric tools and because of the geopolitical climate. [DelRioNewsHearald]

Street View

Charles commented on his post
hyrailing about two years ago

Charles commented on his post

Screenshot
Did they dig a huge channel to handle the 1,500 kcfs spillway capacity? Looking at one of the above construction photos, there may have been a natural river gorge that was simply widened near the dam.





1906 Aban/New Haven Crook Point Bridge over Seekonk River in Providence, RI

(Bridge Hunter, Historic Bridges, Satellite)

Will Morgan via Bridge Hunter via GoLocalProv,
License: Creative Commons Attribution-Share-Alike (CC BY-SA)

Matthew Ward Flickr via Historic Bridges, License: Creative Commons Attribution (CC BY)

John Jauchler posted seven photos with the comment:
The Seekonk River Bridge in Providence, Rhode Island has been covered more than once on this group. However, not sure if anyone here has gotten their drone up to have a look. If so, here are even more shots!
This interesting bridge was built in 1908 as part of the New Haven's East Side Tunnel project, giving direct access to Providence's Union Station to trains serving Bristol and Fall River. Both the tunnel and bridge were abandoned in 1976. The bridge has an uncertain future; there are some efforts underway to save it, but the RI DOT has described it as an "attractive nuisance" and wants to tear it down by 2026. I can attest to the attractive nuisance part; during my visit a group of college-age people walked out onto the span with plans to jump into the water below. You can also see graffiti on the uppermost part of the raised span, which would be quite a dangerous climb to get up there.
The tunnel is a very short distance away, but the portals on both ends are sealed. I didn't think to get photos, so that'll have to wait 'til next time.

Brendan J Dock shared 

1

2

3

4

5

6

7