Wednesday, August 26, 2026

1885,1973,1998 Watson Mill Covered Bridge is the Longest in Georgia

(Archived Bridge Hunter; Bridge Hunter; HAERSatellite)

HAER GA-140-5
5. Elevation, east southeast 110 degrees. - Watson Mill Bridge, Spanning South Fork Broad River, Watson Mill Road, Watson Mill Bridge State Park, Comer, Madison County, GA

"Significance: The Watson Mill Bridge is the longest of sixteen surviving covered bridges in the state of Georgia, and one of four surviving covered bridges attributed to Washington W. King, son of prominent bridge builder and former slave Horace King. The bridge has been restored as the focal point of the Watson Mill Bridge State Park." [HAER_data]

The above view is of the upstream side because the dam in the photo below makes it obvious that this is the downstream side.
Tim Sanders, Jun 2021

Mark Krancer posted 15 photos with the comment: "One of the most picturesque state parks in Georgia, Watson Mill Bridge contains the longest covered bridge in the state, spanning 229 feet [70m] across the South Fork River. Built in 1885 by Washington (W.W.) King, son of freed slave and famous covered-bridge builder Horace King, the bridge is supported by a town lattice truss system held firmly together with tree nails. At one time, Georgia had more than 200 covered bridges; today, less than 20 remain."
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2009 photo by Frank Mills via BridgeHunter

Digitally Zoomed

Morgan Whaley, Feb 2021

HAER GA-140-13
13. Panel detail, northside.

1910-? GM&O Bridge over Big Muddy River at Murphysboro,IL

(Bridge Hunter; Satellite)

Photo from Jackson County Historical Society via BridgeHunter

Andrew Waldo posted
Big Muddy River, Illinois: Deck Plate Girder/Through Truss Bridge 554-A over Big Muddy River, Mobile & Ohio Railroad. This Deck Plate Girder-Through Truss-Deck Plate Girder Bridge 554-A over Big Muddy River brought the M&O mainline into Murphysboro. It replaced a predecessor bridge that had been disassembled, transported, and reassembled in 1915 as an overgrade crossing of the Meridian & Memphis RR at Meridian, Mississippi. The bridge pictured here was built in 1911-1912 and photographed on 8 May 1916.
Credit: National Archives & Records Administration, ICC Engineering Field Notes, Mobile & Ohio Railroad, Illinois. Digital Image Collection of Andrew Waldo.

1949 Alto Pass Quad @ 62,500 and 1968 Murphysboro Quad @ 24,000

Tuesday, August 25, 2026

1924 Baxter and 1924-1999 Loyall Bridges over Cumberland River in Harlan County, KY

Baxter: (Archived Bridge Hutner; Bridge Hunter; no Historic Bridges; HAER; Satellite)
Loyall: (Archived Bridge Hutner; Bridge Hunter; no Historic Bridges; Satellite)

Both of these bridges used the Baltimore truss design.

Baxter Bridge


Technically, this bridge is over Martins Fork because the Confluence of the Cumberland River is a few hundred feet downstream from here.

Street View, Oct 2015

2010 photo by Calvin Sneed via BridgeHunter_baxter

Marvin Meyers posted
The old bridge in Baxter Kentucky. In Harlan County Kentucky.

RoadSites, 1 of 4 photos on this webpage
"A closer inspection reveals the overtaking of the bridge deck by the elements, mainly moss in this case. Photo taken by Lee Caudill."

1924-1999 Loyall Bridge


Marvin Meyers posted
The old Loyall Kentucky Bridge. Located in Harlan County Kentucky
HAER KY,48-LOY,1--1
1. GENERAL VIEW OF BRIDGE - Kentucky Route 840 Bridge, Spanning Cumberland River, Loyall, Harlan County, KY

"Significance: The Kentucky Route 840 Bridge is the longest of six Baltimore Pettit trusses built in Kentucky, and the best example of the three bridges built by the Vincennes Bridge Company in Harlan County in 1924" [HAER_data]

HAER KY,48-LOY,1--3
3. VIEW OF INTERIOR WEB, LOOKING WEST

Both Bridges


This two bridges carried US-119 before it was rebuilt to stay north of the Cumberland River.
1954/56 Harlan Quad @ 24,000

1937,1994 Suspension Bridge over San Rafael River near Buckhorn, WA

(Archived Bridge Hunter; Bridge Hunter; no Historic Bridges; HAER; Satellite)

Street View, Aug 2025

"Significance: The San Rafael Bridge is a single span double intersection Warren suspension bridge and is one of two known bridges of this type in Utah. The bridge was constructed by the Civilian Conservation Corps of wood, steel and concrete." [HAER_data]

HAER UTAH,8-CADA.V,1--2
2. FULL VIEW OF WEST SIDE OF BRIDGE, LOOKING EAST - San Rafael Bridge, Spanning San Rafael River near Buckhorn Wash, Castle Dale, Emery County, UT

Photo from elevation.maplogs via BridgeHunter

Greg McDuffee posted three photos with the comment:
San Rafael Bridge
Wire suspension supporting a Double Intersection Warren Pony Truss
Suspension bridge over the San Rafael River at Buckhorn Wash
Built 1937 by the Civilian Conservation Corps
Emery County, Utah
06~22~2026
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Sunday, August 23, 2026

1960s 395th Street Bridge over Cold Run Creek north of Nebo, IL

(Archived Bridge Hunter; Bridge Hunter; no Historic Bridges; Satellite)

Street View, Jul 2016

2016 photo by K. Allen Ballard via BridgeHunter

"This has an interesting little "X" truss brace in the span. It has been suggested the builder required an extra panel so this X was used." [Notes on BridgeHunter]

2016 photo by K. Allen Ballard via BridgeHunter

Exploring Pike County IL posted, cropped
Old bridge on 395th st. Nebo Illinois 
Bruce Waggoner: I pulled a combine across that bridge, in the mid 60's and got it wedged on the bridge. My dad came along and managed to get it free.


1955 Lewisville Lake Dam on East (Elm) Fork Trinity River upstream of Dallas, TX

(Satellite)

USACE

The USACE completed this dam in 1955 to replace the Lake Dallas Dam. Construction of the Lake Dallas Dam began in 1928 as "the principal source of municipal water for its owner, the city of Dallas." It was 80' (24.4m) high and 11,000' (3.4km) long. This dam is 125' (38m) high and 33,000' (10km) long. "The huge lake that resulted was thirteen miles long, had a 183-mile shoreline and a capacity of 436,000 acre-feet at an elevation of 515 feet, and covered almost one-fifth of Denton County." [tshaonline]

This twdb source has different capacity figures than the above source has. Since the main functions of this dam are water supply and flood control, lake capacities are important.
twdb
The elevation at the top of dam is 560 feet above mean sea level, while the maximum designed water surface is at the elevation of 553 feet above mean sea level. At top of flood control pool (crest of emergency spillway), at an elevation of 532 feet above mean sea level, the lake covers 39,170 acres and stores 989,700 acre feet of water. At the top of the conservation pool, at an elevation of 522 feet above mean sea level, the lake covers 27,175 acres and stores 598,902 acre feet of water.

To add to the confusion, this source says the dam "holds back 2 million acre-feet, or 2.5 billion tons [0.6 trillion gallons], of water when the lake is full."  The normal definition of "full" is the conservation pool, 522'. They must be defining "full" as the maximum designed water surface, 553'. Note that 31' (9.4m) of water would be flowing over the spillway and the water would be within 7' (2.1m) from the top if the reservoir ever got this full.

Fort Worth District, U.S. Army Corps of Engineers posted five photos with the comment: "Construction of the Lewisville Lake dam was completed in August 1955. For more than 70 years the lake has been providing flood risk management for the Lewisville area and downstream communities along with supplying water to neighboring communities and recreational opportunities."
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This is not the spillway. It is the outlet.
YouTube Short

This is the spillway. I had a hard time finding it because it is way off to the side. Probably so that the water will flow over more competent riverbank soil. In fact, looking at a satellite image, under a thin layer of soil is bedrock.
The spillway apron obviously needs repair work. I wonder how many times water has flowed over this spillway. (I looked through past Google Earth images. A few times, and the apron has been torn up and repaired before.)
Google Earth, Jun 2022 (Satellite)

The next Google Earth images shows that they had started much needed repair work on the spillway.
Google Earth, Jun 2023

The latest image available shows that they are still working on it.
Google Earth, Oct 2025

Dec 12, 2015
DallasNews
"Sandbags and tarps have been deployed in an attempt to prevent further erosion of a 160-foot-long slide on the Lewisville Dam. To engineers, the slide’s proximity to another major one that happened in 1995 suggests instability that could threaten the dam’s foundation."
The Dam Called Trouble
[Read the article, there were too many issues for me to summarize. Of note, there was a sand boil and piping during a rainstorm in an area that had leaked for years. Fortunately, the operations team was able to stop the piping by placing "a one-layer ring of sandbags around the sand boil, allowing the pool of water inside to rise about six inches. The method is supposed to equalize the pressure and prevent the water and soil particles from expanding."
Also of particular note, a breech "would submerge downtown Dallas in roughly 50 feet of water, the Corps estimates, causing more than $21 billion in property damage....“It would be a much bigger magnitude to the Dallas area than Hurricane Katrina was to New Orleans,” says Vazquez [The dam's operational manager]."]

$39.1m was awarded in 2019 to improve drain seepage areas. [news_2019] (I wonder what was used for the core for this dam. Or did they not bother to put a cutoff wall in the foundation. More drains sounds like a patch, not a fix.)

$76.1m was awarded in 2022 to repair the spillway. This time they will anchor the apron to the underlying bedrock using post-tensioned anchors. [news_2022]

RED ALERT: bogus AI. If they are going to use AI, I guess it is good that it is really bad so that you know it is AI. The "photo" itself is obviously bogus because many of the diagonal rods don't make sense. But when you compare the "photo" to the real spillway, it becomes absurd.
OceanCraft RC posted
At Lewisville Lake Dam in Texas, engineers are strengthening the spillway by drilling more than 70 high-capacity post-tensioned anchors through the concrete and deep into the underlying bedrock.
The anchors essentially lock the spillway to the rock below, increasing resistance against uplift and sliding when enormous water pressures act beneath the structure during floods.