Elevator operators once implicated labor activists in mysterious explosions

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A 1920 Department of Agriculture experiment showing that accumulations of grain dust would ignite under the right conditions

Story by Kristen Cart

Elevator fires have been a great concern since the days when Charles H. Tillotson first built wooden elevators with his army of carpenters at the beginning of what would become the family business.

When elevators started to randomly ignite and explode in the early twentieth century, suspicions ran rampant.

Shortly after 1900, labor violence was on the rise, and businesses had reason to be worried.

In the Midwest, elevator owners suspected the labor unionist Industrial Workers of the World (IWW), or Wobblies, had committed acts of sabotage, torching the structures to make their anarchistic point.

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Then, cooler heads prevailed as engineers found a scientific explanation.

Using a scale model in the manner of a college lab experiment, the United States Department of Agriculture demonstrated that grain dust would ignite and explode under the right conditions, leaving destruction and injury in its wake.

The Wobblies were off the hook.

Old clipping leads to discovery of Mayer-Osborn’s elevator in Hoover, Texas

Hoover Populated Place Profile / Gray County, Texas DataStory by Kristen Cart

The Mayer-Osborn Construction Company’s history has been a little difficult to put together because many of the people involved are long gone. My father Jerry Osborn remembers many of the elevators his dad William Osborn built, so I have relied upon these memories quite heavily, filling in the details with newspaper accounts, old photographs, and site visits.

But as Dad’s interests turned to high school girlfriends and football, he paid little attention to his father’s business, and some Mayer-Osborn projects slipped through without his notice. Dad knew nothing about a Mayer-Osborn elevator in the central Texas location of Hoover, eight miles east of Pampa.

Pampa_Daily_News_Sun__Jan_10__1954_Fortunately, the Jan. 10, 1954, Pampa Daily News article announcing its construction survives.

A satellite view shows the stepped headhouse, a Mayer-Osborn trademark, atop the Hoover elevator. The structure appears to be built much like the Mayer-Osborn elevator in McCook, Neb.

The Hoover edifice still stands, and is used for grain storage along a rail line that passes through Pampa to the west.

A history of the town of Hoover may be found here.

 

Minneapolis, Kansas sports a completely unique Tillotson elevator, circa 1947

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Story and photos by Kristen Cart

I knew there was a small Tillotson elevator in Minneapolis, Kan., when I stopped there last weekend on a quick trip to Nebraska from Wichita.

I had a weekend layover and a rental car, and was headed up to see my folks. The town is right where I-135 gives out when driving north from Wichita. I had to get off anyway to continue north, so when I spotted the elevator down by the railroad bridge, I went to check it out.

The Minneapolis elevator was recorded in the concrete elevator specifications of the Tillostson Construction Company. It was one of the handful of Tillotson projects built in Kansas.

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The manhole cover at the base identifies Tillotson Construction of Omaha as builder.

I did not expect what I found. The manhole cover identified the builder, so there was no doubt, but this 1947 creation was unlike any Tillotson elevator I had ever seen.

The elevator was starkly beautiful, balanced, and gracefully situated in its surroundings. Though it was small, its perfect proportions and simplicity made it monumental. A wide-angle, close-quarters view made it look even grander in the photo.

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I have a passion for window panes—the more, the better. They look good in photos, and the Tillotson Company must have agreed—the several windows that let light into the headhouse to illuminate the workspace had a multitude of them.

It may be a nostalgic thing for me—I remember as a little kid seeing painted panes left over from the blackout days of the last great war. It took lots of paint and many, many hours to cover the hundreds of panes in an aircraft hangar or gymnasium, but it was the only way to hide every scrap of light from an anticipated airborne menace. Many years later, after the paint was peeled and broken panes were replaced with unpainted ones, an interesting patchwork remained. That image held fast in my childish memory.

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Though the cooperative was closed for the weekend, blower noise testified to the elevator’s present utility, along with that of its towering neighbors. After the 1947 elevator was built, more capacity was added—a second elevator and a large annex stood beside the Tillotson structure, and judging by their style, they probably came along not too much later. The whole complex was perfectly neat and tidy.

I took advantage of the quiet and did a thorough job photographing the exterior of the elevator and its companions. Further investigation will have to wait for a time when someone is home at the co-op.

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Specifications

The specifications describe a small, early elevator, of only 100,000 bushels capacity. It was intended to serve a mill operation. The elevator was built using the “Pond Creek plan,” which specified 4 tanks with a 15 1/2 ft diameter, 125 ft drawform walls through the cupola, an attached driveway, no distributor floor, 6 spreads and 9 bins.

Capacity per Plans (with Pack): 100,000 bushels

Capacity per foot of height: 1,020 bushels

Reinforced concrete/plans (Total): 906 cubic yards

Plain concrete (hoppers): 10 cubic yards

Reinforced steel/Plans (includes jack rods): 40.67 tons

Average steel per cubic yard of reinforced concrete: 90.3 pounds

Steel & reinforced concrete itemized per plans

Below main slab: 3,720 lb/34.4 cu yd

Main slab: 12,775 lb/84.7 cu yd

Drawform walls: 56,190 lb/694 cu yd

Work & driveway floor (including columns): 112 lb/1.3 cu yd

Deep bin bottoms: None

Overhead bin bottoms: 910 lb/6.5 cu yd

Bin roof (garner): 730 lb/7.7 cu yd

Scale floor (complete): None

Cupola walls: Drawform walls

Distributor floor: None

Cupola roof: 3,053 lb/21.4 cu yd

Miscellaneous (boot, leg, head, track sink, steps): Included

Attached driveway: 4,250 lb/56.0 cu yd

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Construction details

Main slab dimensions (Drive length first dimen.): 41 x 41 ft

Main slab area (actual outside on ground): 1,626 sq ft

Weight of reinforced (total) concrete (4,000 lb/cu yd + steel): Excluding driveway,  1,752 tons

Weight of plain concrete (hoppers 4,000 lb/cu yd): 20 tons

Weight hopper fill sand (3,000 lb/cu yd): 218 tons

Weight of grain (at 60 lb per bushel): 3,000 tons

Weight of structural steel & machinery: 10 tons

Gross weight loaded: 5,000 tons

Bearing pressure: 3.08 tons per sq ft

Main slab thickness: 18 in

Main slab steel: (straight): 1 in diameter at 9 in o. c. spacing

Tank steel at bottom (round tanks): 1/2 in diameter at 12 in o. c. spacing

Lineal feet of drawform walls: 310 ft with no extensions

Height of drawform walls: 125 ft

Pit depth below main slab 13 ft 3 in

Cupola dimensions (W x L x Ht.): 17 ft 7 in high within drawform walls

Pulley centers: 128.25 ft

Number of legs: 1

Distributor floor: No

Track sink: No

Full basement: No

Electrical room: No

Driveway width–clear 13 ft

Dump grate size: 1 at 5 ft x 9 ft

Columns under tanks-size: None

Boot — leg & head: Concrete

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The grain operation is a close neighbor to residents of the town. This old house is under renovation.

 

Machinery Details

Head pulley size: 72 x 14 x 2 3/16 in

Boot pulley size: 72 x 14 x 3 7/16 in

Head pulley rpm: 36

Belt: 280 ft, 14 in 6 ply calumet

Cups: 12 x 6 in at 10 in o. c. spacing

Head drive: Howell 20 horsepower

Theoretical leg capacity (cup manufacturer rating): 5,780 bushels per hour

Actual leg capacity (80 percent of theoretical): 4,600 bushels per hour

Horsepower required for leg (based on above actual capacity plus 15 percent for motor) 17.9 hp

Man lift: Hand operated

Load out scale: None

Load out spout: None

Cupola Spouting: None

Truck lift: 7.5 horsepower Ehr

Dust collector system: Fan → Air

Driveway doors: One sliding

Conveyor: None

Remarks

Cupola in drawform walls

 

Also Built

Transfer spout to mill

A look at the Johnson-Sampson elevator in Grand Island, Nebraska

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Kristen Cart

Sometimes it is instructive to visit an elevator built by one of the competitors of the Tillotson Construction Company of Omaha, Neb., and its offshoots, J. H. Tillotson, Contractor, of Denver, Colo., and Mayer-Osborn Construction, also based in Denver. The elevator built by Johnson-Sampson in Grand Island, Neb. is a good example, for comparison, of a project built by the competition while our grandfathers were active in the business.

One of our readers, Teresa Toland, mentioned the elevator and hoped that we knew something about it, since her father, Darrell Greenlee, had supervised its construction. A couple of years passed before I could follow up on her query. While traveling this fall, I took a detour to see the elevator and take photos. The old grain elevator stands now as a prominent Grand Island landmark, still serving its original purpose. It’s location, just off I-80 in central Neb., made it easy to visit.

The elevator hummed with activity at the height of harvest. On this trip, my dad, Jerry Osborn, was along, so I did not take time to interview the employees–we were all tired after our hunting trip, and were ready to get home. But the elevator was a lovely sight and I was glad for the chance to see it.

dsc_1526The original elevator, flanked by two annexes, was obscured behind a large modern concrete bin, so I got closer for a better look. The headhouse was unlike any I had ever seen. The elevator’s design formed a harmonious whole, much like the attractive Tillotson elevators its builder emulated, but it had taken a different direction and had its own look. It must have been a handsome sight when it stood alone, brand new, and gleaming white–the tallest thing around.

The bin arrangement for the old elevator seemed conventional for storage in the 250,000-bushel class. Adjacent to the main house stood a large capacity metal grain dryer. Including the annexes, the elevator complex was the size of a moderate terminal–the type of storage that would serve as a transit point for a rail or trucking hub.

When Virgil Johnson, an early employee of Tillotson Construction, went out on his own, he built elevators in partnership with his Sampson in-laws for a few years. Darrell Greenlee, who supervised the construction at Grand Island, was one of his superintendents.

 

 

A last farewell to a wooden elevator at Ryegate, Montana

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Story and photos by Kristen Cart

The search for our grandfathers’ elevators has led us to many small towns and many grain operations. Among our discoveries have been ancient wooden elevators, now quaint relics among their larger concrete cousins. In some towns, wooden elevators still have jobs to do, but their time is short.

Charles H. Tillotson built wooden elevators long before his children took up the slip-formed concrete building technique, and at one time, every Midwestern town with a rail line had a row of them serving the local farmers. Now it is increasingly rare to find a town with more than one wooden elevator in service, or for that matter, still standing.

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The Ryegate, Mont., elevator is flanked by its replacement fertilizer plant.

In the last year or two, in several towns, locals have told me that their wooden elevators were no longer used and would shortly be destroyed. I made an extra effort to document those elevators. This week, I almost missed one. In Ryegate, Mont., a new fertilizer plant was put into operation last year, and the elevator that had served the purpose was now slated for destruction.

When I stopped to photograph the pair of wooden elevators at Ryegate, a town on U.S. 12 in east-central Montana, I went into the local cafe for a burger. A fellow at the bar introduced himself as Ken. He wondered where my hometown was, and the purpose of my visit. When I told him I was a bit of an elevator tourist, he told me about the Ryegate elevators. DSC_5156

Ken worked at the Ryegate facility. He said that over the years, he had been employed as a grain hauler and in almost every other aspect of elevator work.

The smaller elevator was built in 1917. Ken said grain dropped 70 feet from the top of the grain spout to a truck below while loading. The elevator had been in use as recently as two years ago, then the new fertilizer plant was built nearby to replace it.

The larger elevator, built in 1914, was still used for storage—it had fresh siding and looked neat and clean on an immaculate lot. But the smaller elevator, equally handsome, would be razed next week. He hoped I would get out and take more pictures before it was gone.

Our discussion ranged from elevators to the military. Ken served in the U.S. Army, had great admiration for the old C-130 aircraft, and expounded with enthusiasm about the M-1 Abrams tank and the Tow missile. He got a kick out of talking with another veteran who shared his interest. He also spoke with reverence about serving under President Ronald Reagan.

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The interior of the shed addition.

Our conversation was interrupted as a young lady burst into the cafe, exclaiming,

“I just got a deer!”

As two men moved to follow her out the door to see her trophy, she said,

“Come see. I got my mulie.”

Her announcement passed without any comment at the bar. Apparently, during deer season, such declarations are expected.

Before I departed to take a closer look at the doomed elevator, Ken introduced himself more formally as Sgt. Ken Davis, and shook my hand. It was an honor to meet this veteran who served back when we had a 600-ship Navy (in the good old days, about three wars ago).

As I took another circuit around the old elevator to shoot a few last pictures, the sun played on the high clouds, projecting light like a halo radiating about the old structure. I thought it a fitting farewell.

In honor of Veterans Day, I salute Sgt. Davis and his life’s work. I hope he enjoys the pictures. DSC_5231

The gun fired, and continuous action of many processes began in Alta, Iowa

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In this post, Charles J. Tillotson elaborates on Neil A. Lieb’s previous comments, describing the above photo from his archive. The jack rods referred to in the text are the tall, slender steel poles seen throughout the photo.  

They often say, a picture is worth a thousand words and this one fits the bill perfectly. The photo is truly an aid to describing the method of slipform construction that was used in grain elevator construction. Neil mentions the one-handed placement of the jack rod, so I’ll start with that.
 
Slipform construction is made up of many complex disciplines which have to all work together in order to provide the final poured-in-place concrete product.

As mentioned prior to this, the slipping of the formwork used in this type of construction was provided by a series of screw jacks placed apart by an engineered calculation sufficient to lift each jack’s portion of the formwork assembly.

Each screw jack was supported by a wooden, U-shaped yoke, the legs of which were attached to the vertical concrete formwork. Inserted in the top (or horizontal) portion of each yoke was a screw jack (similar to that used in jacking building foundations). A smooth one-inch jack rod was then inserted into the top head of the jack and threaded down through it until stopping at the foundation slab. 

The formwork is clearly seen at the Alta elevator rises. The catwalk around the bottom was for the concrete finisher, who smoothed and patched the freshly formed surface. Photo from the Neil A. Lieb Archive.

The wooden formwork is clearly seen at the Alta elevator rises. The scaffolding around the bottom was for the cement finishers, who smoothed and patched the freshly formed surface. Photo from the Neil A. Lieb Archive. 

A series of horizontal wooden rails at about waist height (looks like a railroad track) were then built directly above the open formwork, the “ties” of which were placed at prescribed intervals and used as a template spacer for inserting the actual vertical reinforcing steel. (See the small, half-inch rebar rods extending vertically out of the open bin forms at each cross tie). The vertical rebar was staggered slightly in an alternating fashion so as to allow the half-inch horizontal rebar to be threaded through the vertical rebar. On the vertical 2x4s that are attached to the exterior side of the formwork and rise above the entire deck assembly, so-called targets placed on their tops were used in leveling the deck in order to provide a final elevator that rose plumb and straight above the foundation.

As the screw jacks were turned (each jack was turned the same amount), the foreman on deck used a leveling instrument and sighted on each target to insure that the formwork was rising true plumb and level. If any of the targets did not align with true level, the portion of the deck out of plumb was corrected by extra turns of the screw jack or jacks as necessary to bring that portion of the deck up level with the rest of the formwork. 

Not shown in the photo is the horizontal rebar that was required to form a steel reinforced grid integrally cast in the concrete to form a reinforced concrete structure. Initially, the horizontal steel was wire-tied in place to the vertical rebar prior to one side of the forms being installed.  This placement occurred only to the height of the wood bin forms. Once the form-lifting began, the horizontal steel was placed by hand by pushing and threading the rebar horizontally through the vertical rebar. Because of the vertical movement of the formwork, close attention was required as to the spacing between horizontal rebar. 

Now, try to imagine: the start gun is fired and the continuous action of the many processes begins, never to stop until the wooden forms and finished structure reaches the prescribed vertical height (some 120 feet) eight days later. Manual labor is involved in each discipline. Personnel changes occur, but each position is filled by a replacement. The gun is fired, cement is mixed and lifted to the deck of the formwork via a Georgia buggy, and the content is dumped into the open form. The pouring of the cement into the formwork is continued in a circular fashion around the entire deck until it reaches a prescribed height in the form. 

The finished elevator. Photo from the Neil A. Lieb Archive.

The finished elevator. Photo from the Neil A. Lieb Archive.

Once the cement is allowed to solidify in the forms on the foundation slab, the jacking operation begins and the formwork starts its vertical lifting and slipping process. The jacks are turned, the cement is poured, the vertical rebar and jackrods are placed and spliced, and all the while the horizontal rebar is positioned at the proper height and spacing. Pour cement, turn jacks, place rebar, check deck level, and on and on through night and day until the construction reaches final height. The most problematic aspect of this system is the placing of the horizontal steel at the correct spacing, the placement of formed openings in the bins, keeping the hoist in operation, mixing the cement, and obtaining enough set time of the cement mixture so that as the finished concrete walls do not fall apart or slough off.     

Also, hanging beneath the formwork structure is the scaffolding for the cement finishers who dutifully serve to patch and smoothly finish the concrete surfaces appearing at the bottom of the vertically slipping formwork. 

 

 

Analysis of photos from Tillotson Construction’s job in Alta, Iowa

 

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By Charles J. Tillotson with photos from the Neil A. Lieb archive

The images from the Neil A. Lieb Archive are the best historical, phase-by-phase photos that I’ve seen yet. They give the layman a good concept of what actually takes place, from start to finish, in building a grain elevator.

A few comments I might add:

The excavation for the foundation began with dynamite.

Excavating the foundation began with a bang.

Neil writes about the use of dynamite during the excavation process. Dynamite was used for foundation excavation on many a job because of the deep frost. We even used it for cutting the foundation of the reinforced concrete garage we built on the old place in Omaha. We were young ’ns then, but still got to set (light) the fuses to a few charges.

I remember getting the neighbors excited about what the hell we were doin’ now.

By the way, the garage utilized slip-form construction with steel stays instead of wood for the formwork—another of Dad’s experiments. He was interested in finding materials that could be reused over and over, rather than having to buy lumber formwork for every new job. I guess this method didn’t make a lot of sense, as he never tried it out on an elevator.

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This photo is an historical testimony as to how the so-called unskilled, common man could be taught layout along with measuring, wood cutting, and other carpentry skills. The labor used to build these forms and construct the entire grain elevator structure was obtained, for the most part, from the inhabitants of the local vicinity where the elevator was to be built. Most of the workmen had no experience whatsoever in the construction industry.

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People used to marvel at how the cement went into the top of the formwork and came out the bottom of the forms, in a set-up, semi-solid state, all occurring whilst the deck and forms continued to extend upwards, being jacked up on screw jacks. Once the slipping of the forms began, it never stopped, unless by a power outage, a severe storm, or some other interference.

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Beneath the deck and main formwork, a sub-scaffolding was constructed to provide access to the exterior face of the concrete structure, which required patching and touch-up for a final smooth finish. A rich mixture of cement, sand, and lime was used which was applied to the concrete face by hand, usually covering the entire exterior surface, removing all blemishes. The finish material was hoisted in five-gallon buckets to the finishers. These workmen traversed the scaffold of wood planking—usually two, 2 x 12s laid flat between the wooden hanger frames that attached to the formwork above. Very dangerous work without a safety net!

At the ground level, a workman on a tractor would load a Georgia buggy with cement, to be hoisted to the top and placed in the formwork. Small skip loaders, tractors with scoop-type buckets mounted on the front, were an essential tool used during construction. This included scooping up the sand, gravel, and cement to make concrete and placing them in a mixer.

Neil A. Lieb collection Once the concrete was ready for placement, the tractor scoop was filled with the cementitous mixture and transported to the side of the elevator whereby the tractor would dump its load into a Georgia buggy to be hoisted up to the deck for placement.

Because of the extensive use of the tractor, more than one would be worn out. During the extremely active 1950s, Tillotson Construction Company would purchase Ford Ferguson tractors a dozen at a time, just to keep up with the need for replacement

The logistics of material supply was always challenging for the grain elevator builder. Usually, the projects were located in very rural farmland areas, where the supply of lumber, steel, sand, gravel, cement, gasoline, and oil was miles from the site. Because the construction utilized the slip-form method, the operation never stopped once it began, making it paramount that the supply of materials be established beforehand along with a comfort level that there would be no interruption once the job started.

Neil has noted (in an as yet unpublished commentary) the mixture of the gleaming, white, finished “paint,” which wasn’t really paint at all but instead a cementitious mixture that lasted for a very long time. Some of the elevators existing today still boast the original finish. Tillotson was among the few contractors that finished out their jobs this way.

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Training the local unskilled labor in the processes of placing and wire-tying the reinforcing steel –and of pouring concrete, turning screw jacks, keeping the slip-form deck level, et cetera– were just a few of the many headaches the job superintendent had to bear during the initial start-up phases.

The elevator and its Tillotson annex preside in sleepy Dike, Iowa

The old elevator sits beside its wooden predecessor, as it did in 1946

The old elevator sits beside a wooden elevator, as it did in 1946

Story and photos by Kristen Cart

We took a number of elevator detours on our return home from a Nebraska trip, where we delivered our daughter to her summer veterinary camp. During the four-day program presented by Oxbow Animal Health, she learned the inner workings of a cow, and lovingly operated on and sutured a stuffed bunny. Apparently there is no such experience offered to children in Illinois.

The trip home was a meandering route with a number of switchbacks, with elevators built by Tillotson Construction, of Omaha, spaced every few miles. One elevator stop on our sojourn was Dike, Iowa, in the central part of the state. This fascinating site was the last one we saw before the light failed. We were racing a line of weather, and as the sun sank the clouds built and made for very flat light.

DSC_0721It is enlightening to see an elevator complex in person and compare it with an early photograph. The changes wrought in almost seventy years can be surprising, but even more unexpected can be the features that remain the same.

At Dike, you immediately notice a wooden structure behind the main structure. Strangely, it does not appear to be the same elevator that appears in the old photograph. Why would the co-op replace a wooden elevator with another one? The obvious answer would be a fire, but if wood was obsolete, why continue to build with that material?

In my travels, I have rarely come across a wooden elevator that was built before the 1940s and still in use today. Technology rendered the old ones obsolete, and wear and tear made them difficult to operate. Fire also took many of them. Now, wooden elevators built as late as the 1970s are coming down as more valuable uses are found for their wood, and as regulations make them harder to license.

The main house of Tillotson Construction's elevator at Dike, Iowa, built in 1946 (annex, left, 1949), is crowned by a rectilinear headhouse.

The main house of the elevator at Dike, Iowa, built in 1946 (Tillotson Construction’s annex, left, 1949), is crowned by a rectilinear headhouse.

Dike’s concrete elevator was built in 1946, and it came with an unusual (for Tillotson) headhouse. In the one place where we found a similar example, at St. Francis, Kan., the elevator built by J. H. Tillotson, Contractor, sported a rectilinear headhouse. Though it was replaced much later, early pictures show that the St. Francis headhouse was built in that style.

Both the old Omaha company and its later offshoots preferred curved architecture because it was more economical to build.

So the Dike elevator was a non-typical construction, and we know from its early photo that it started out that way. Since we have no record of it in our Tillotson company records, we have to assume it was built by another company. But the Omaha company led by Reginald Tillotson built the annex.

DSC_0702Tillotson Construction arrived on scene in 1949 to add the annex just three years after the main house was built. In the late 1940s, when elevators were filled just as fast as they could be built, annexes sprung up almost before the concrete cured on the original elevators.

The Dike, Iowa, annex specifications

Capacity per plans (with pack): 200,700 bushels

Capacity per foot of height: 1,859

Reinforced concrete per plans (total): 1,255 cubic yards

Plain concrete (hoppers): 3 cubic yards

Reinforcing steel (including jack rods): 73.56 tons

Average steel per cubic yard of concrete: 117.2 pounds

Steel and reinforced concrete per plans:

Below main slab: None

Main slab: 23,665 pounds steel and 218 cubic yards concrete

Drawform walls: 94,152 pounds steel and 880 cubic yards concrete

Work and drying floor: None

Deep bin bottoms: None

Overhead bin bottoms: 18,156 pounds steel and 56 cubic yards concrete

Bin roof: 4,223 pounds steel and 32 cubic yards concrete

Scale floor: None

Distributor floor: 3,570 pounds steel and 30 cubic yards concrete

Cupola roof: Steel included in above amount, and 21 cubic yards concrete

Misc. (Boot, leg, head, track sink, steps, etc.): 500 pounds steel and 4 cubic yards concrete

Attached driveway (for Dike plans, lower tunnel indicated here): 363 pounds steel and 14 cubic yards concrete

Construction details

Main slab dimensions: 46 1/2′ x 68′

Main slab area (actual outside on ground): 2,955 square feet

Weight reinforced (total) Concrete (4000 pounds per cubic yard) plus steel: 2,583 tons

Weight plain concrete (hoppers 4000 pounds per cubic yard): 6 tons

Weight hopper fill sand (3000 pounds per cubic yard): 25 tons

Weight of grain (60 pounds per bushel): 6,021 tons

Weight of structural steel and machinery: 5 tons

Gross weight loaded: 8,640 tons

Bearing pressure: 2.93 tons per square inch

Main slab thickness: 24″

Main slab steel (size and spacing): 1″ diameter,  5 1/2″ o. c.

Tank steel and bottom–round tanks (size and spacing): 5/8″ diameter, 9″ o. c.

Lineal feet of drawform walls: 400′ (no drive)

Height of drawform walls: 120′

Pit depth below main slab: None

Cupola dimensions (outside width x length x height): 13′ x 93′ x 8′

Pulley centers: None

Number of legs: None

Distributor Floor: None

Track sink: None

Full Basement: Yes

Electrical room: In elevator

Driveway width: None

Dump grate size: None

Columns under tanks: 4 columns 16″ square

Boot Leg and Head: None

Machinery details

Top conveyor: 30″ belt at 500 bushels per minute; 7,800 bushels per hour; 10 horsepower drive; Howell tripper.

Bottom Conveyor: 24″ belt at 600 bushels per minute; 5,800 bushels per hour; 7 1/2 horsepower drive

Remarks

Also built: Extended driveway on elevator

 

 

 

 

 

 

 

 

 

 

 

 

 

Charles H. Tillotson straddled the divide between wood and concrete

Charles H. Tillotson

By Ronald Ahrens

My Great-grandfather Charles H. Tillotson may have been following his trade by instinct, but he opened the way for descendants to distinguish themselves in the business of elevator construction.

I know the Tillotsons saw themselves primarily as carpenters. My Uncle Charles J. Tillotson went to work as an apprentice carpenter for Tillotson Construction, which was founded after the death of his grandfather Charles. My Uncle Michael Tillotson learned carpentry on through the family business and worked as a carpenter throughout his career. When I helped him finish concrete sidewalks on a couple of side jobs in the 1970s, he preached a gospel that carpenters could do it all, whether it be concrete or painting. And in elevator construction, it was true.

Charles H. Tillotson was born in Brunswick, Mo., in 1880. He married Rose Brennan in Riverside, Iowa.

He and my Great-grandmother Rose had an apparently cozy life in Omaha with their three grown children, Joseph, Reginald, and Mary, all of whom became involved in elevator construction. Kristen Cart’s research has found the Tillotsons listed in the 1930 census. They lived at 624 N. 41st.

A 1936 city directory listed Charles H. as president of Van Ness Construction, a company that built mills and elevators. Joseph served as secretary-treasurer and Reginald was a foreman. Mary worked as a clerk-typist at the Federal Land Bank.

Charles_Tillotson_Obit__The_Nebraska_State_Journal__Lincoln__Nebr___19_June_1938

By then, Reginald was married to my grandmother, Margaret Irene McDunn Tillotson. Their firstborn Charles J., had arrived in 1935, followed the next year by my mother, Mary Catherine.

Uncle Tim Tillotson, the middle of their three sons between Charles J. and Michael (who was born in a home-built house trailer at a Smith Center, Kan., job site), says a story exchanged among the uncles was that Great-grandfather Charles H. would tell Reginald, “Put out that cigarette,” when they were working on jobs. The danger of fire was constant. How ironic, then, that Charles H. held a cigarette for his portrait.

After the death of paterfamilias Charles H., the Tillotson Construction Company was formed by Reginald, Joseph, and Mary. We would love to learn more about how this proceeded.

Meanwhile, the transition to slip-formed concrete construction was under way, with the Tillotsons’ carpentry skills being readily applied to the formwork.

The 1945 vintage elevator at Lodgepole, Nebraska, and the death of Bill Morris

DSC_0446Story and photo by Kristen Cart

A newspaper article recently came to light that upended our elevator construction timeline, causing us to reconsider the story of the Lodgepole, Neb., elevator and the careers of Joseph H. Tillotson and my grandfather William Arthur Osborn.

My dad, Jerry Osborn, said that the death of Bill Morris, the superintendent on the Lodgepole job, and that of Joe Tillotson, the owner of J. H. Tillotson, Contractor, came within a month or so of each other. Now it appears likely that the season was the same, but both fatal car accidents occurred in different years–1945 and 1947–a fact easily misunderstood by the young boy my father was at the time, as he listened to the adults talk about business.

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We believe this photo by William Osborn is from Lodgepole, Neb.

The article appeared in the Nebraska State Journal on Oct. 8, 1945:

Omahan dies after car accident

SIDNEY, Neb. (AP). W. B. Morris, 36, an employee of the Tillotson Construction company, of Omaha, was fatally injured Saturday night when struck by a car driven by Howard B. Kirk, 48, of Lodgepole, Neb., Deputy Sheriff Arnold Braasch said Sunday.

The deputy sheriff reported Morris was changing a tire on his car about ten miles east of here when the accident occurred. He died in a hospital about five hours later.

Braasch said Morris’ home was in Texas, but that he was living in Lodgepole while working on the construction of a new grain elevator.

County Attorney R. P. Kepler said he will decide on Monday whether an inquest is to be held.

We attributed the Lodgepole elevator’s construction to J. H. Tillotson, Contractor, the independent company Joe Tillotson started after his parting of the ways with Tillotson Construction of Omaha. We wrongly believed that both Bill Morris and Joe Tillotson had died in 1947 while working on the Lodgepole job. Now we know that Bill Morris died in 1945 while working for Joe Tillotson. The new fact pins down the date of Joe’s departure from the Omaha company–a move my grandfather made at the same time.

When interviewed in 1949 about his first, independent, Mayer-Osborn Construction venture in McCook, Neb., William Osborn named a number of elevators he had built before. We still believe all of the elevators Bill Osborn listed were J.H. Tillotson elevators.

According to the McCook article, Bill Osborn said the elevators in Maywood, Traer, Wauneta, and Lodgepole were built in 1945. If the reporter was right about Bill Morris’ employment, all of the 1945 elevators would be too early to be J. H. Tillotson elevators. However, none of them were recorded in the Tillotson Construction specifications and none built in the Omaha company’s style.

The reporter writing about Bill Morris’ death in 1945 was unaware of the freshly minted company Joe Tillotson had started, and wrongly identified Bill Morris as a Tillotson Construction of Omaha employee.

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An early photo of the Lodgepole elevator was kept at the location.

The fact that in 1945, Bill Morris went from a superintendent job at a verified Tillotson Construction project in Giddings, Tex to a superintendent position at the Lodgepole elevator job, a project demonstrably not built by the Omaha company, precisely dates the time Joe Tillotson chose to go out on his own.

The 1945 construction date of the Lodgepole elevator gives us a much more accurate understanding of the birth of J. H. Tillotson, Contractor, a venture that lasted about four years, until my grandfather built the McCook elevator for Mayer-Osborn Construction in 1949.

A tragedy took Morris in his prime, but my grandfather stepped into his place, gaining valuable experience as a builder. To this day, the graceful Lodgepole elevator serves as a fitting monument to Morris’ productive career.