Concrete problems plagued consecutive elevator projects at Blencoe, Iowa

DSC_0578Story and photos by Kristen Cart

In the summer of 1954, Mayer-Osborn Construction built an elevator with a stepped headhouse in the northwestern Iowa town of Blencoe. As my dad, Jerry Osborn, explained, after the crew poured the first ten feet of concrete in the slip-form process, the concrete sides below the forms showed signs of crumbling. An investigation revealed that the concrete mixture had not been set correctly. It took as many hours to remove the concrete and start over as it did to pour it. Dad worked on the project and saw the fallout first hand.

The larger Tillotson elevator stands to the left. The Mayer-Osborn elevator obstructs the view of its large annex which extends behind it.

The larger Tillotson elevator stands to the left. The Mayer-Osborn elevator on the right serves a large annex which extends behind it. Photo by Kristen Cart

Builders were required to do a destructive test on the concrete mix at various stages of curing, to ensure the proper strength for each part of the elevator structure. Engineers tested various mix ratios to decide upon the best one. Naturally, this process was used at Blencoe, but when the mix was finally set and the pour began, it was done incorrectly. I can imagine the blue language wafting from the site as the concrete was taken down. Someone on the site had his ears pinned back pretty fiercely. But the construction continued, and a handsome elevator still stands there today, nearly 60 years later.

Not until this year, when Tim Tillotson located the Tillotson company records and photographs, did we discover that Tillotson Construction of Omaha faced a similar problem as they built their elevator nearby about a year later. This time, the error was not caught as early, and the consequences became immediately apparent.

Tim Tillotson said he thought the blowout happened in about 1955. Whether Tillotson Construction did the repairs and completed the project, or whether another contractor was brought in, is not known to me, but I hope to revisit the site later this year and learn more. The image below is a rare one. It is amazing that photographic evidence survived, serving as a cautionary note, lest any builder were to become overconfident.

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This company photo shows the blowout. On the right the completed Mayer-Osborn elevator may be seen.

Errors were a constant threat in this business. In the best cases, they manifested themselves in embarrassing delays, in the worst, they incurred expensive lawsuits or physical harm.

Tillotson Construction and Mayer-Osborn both recovered from their respective forays into bad concrete and lived to build again, leaving handsome and serviceable elevators at Blencoe and elsewhere. The lessons they learned were priceless.

Full specifications of Tillotson Construction’s elevator in Moscow, Kansas

The construction record was written with painstaking attention to detail.

The construction record was written with painstaking attention to detail.

Our friend Linda Laird has asked if the Tillotson Construction Company’s records included any Kansas elevators. The answer is yes, and here’s an example.

In 1948, Tillotson built an elevator of reinforced concrete at Moscow, in the extreme southwestern corner of the Sunflower State. The plan’s basic aspects were as follows: four tanks of 14 feet in diameter, 120 feet in height, and an eight-foot spread. The driveway was was 13 x 17 feet and there were six bins over the drive. Another notation says “Ext. to roof.” This shows up on most other plans and is supplemented by “1/2 grain” or “for grain.” The final item at the head of the plan’s entry in company records notes “13 bins & dust bin.”  Here are all the data:

Capacity per Plans (with Pack) 100,000 bushels

Capacity per foot of height 1033 bushels

Reinforced concrete/plans (Total) 1070 cubic yards

Plain concrete (hoppers) 15 cubic yards

Reinforced steel/Plans (includes jack rods) 49.8 tons

Average steel per cubic yard of reinforced concrete 93.0 pounds

 

Steel & reinforced concrete itemized per plans

Below main slab 2850 lb/25 cu yd

Main slab 12,646 lb/91 cu yd

Drawform walls 68,424 lb/812 cu yd

Work & driveway floor (including columns) 1790 lb/14.5 cu yd

Deep bin bottoms 3740 lb/20.7 cu yd

Overhead bin bottoms 1733 lb/13.7 cu yd

Bin roof (corner) 2284 lb/23.1 cu yd

Scale floor (complete) 100 lb/3.0 cu yd

Cupola walls 3750 lb/40.0 cu yd

Distributor floor 1190 lb/5.0 cu yd

Cupola roof 890 lb/10.0 cu yd

Miscellaneous (boot, leg, head, track sink, steps) 100 lb/12.0 cu yd

Construction details 

Tillotson's Moscow, Kan., elevator, right, was built in 1948. The annex had to come later. Photo by Kristen Cart.

Tillotson’s Moscow, Kan., elevator, right, was built in 1948. The annex had to come later. Photo by Gary Rich.

Main slab dimensions (Drive length first dimen.) 40 x 45 feet

Main slab area (actual outside on ground) 1712 sqare feet

Weight of reinforced (total) concrete (4000#/cu yd + steel) 2190 tons

Weight of plan concrete (hoppers 4000#/cu yd) 30 tons

Weight hopper fill sand (3000#/cu yd) 260 tons

Weight of grain (at 60# per bushel) 3000 tons

Weight of structural steel & machinery 10 tons

Gross weight loaded 5490 tons

Bearing pressure 3.21 tons per sq ft

Main slab thickness 18 inches

Main slab steel (straight) 1 in diameter at 6 inch o.c.

Tank steel at bottom (round tanks) ⅜ inch diameter at 9 inch o.c.

Lineal feet of drawform walls 382 feet including exterior

Height of drawform walls 120 feet

Pit depth below main slab 11 feet 0 inches

Cupola dimensions (W x L x Ht.) 14 x 36 x 23 feet

Pulley centers 145.5 feet

Number of legs 1

Distributor floor Yes

Track sink Yes

Full basement Yes

Electrical room Yes

Driveway width–clear 12 feet

Dump grate size 2 – 6 x 11 feet

Columns under tanks size 20 inches square

Boot — leg & head Concrete

 

Machinery Details

Looking down the crowded streets of Moscow at Tillotson's elevator, far right. Photo by Kristen Cart.

Looking down the crowded streets of Moscow at Tillotson’s elevator, far right. Photo by Gary Rich.

Boot pulley 60 x 14 x 2 3/16 inches

Head pulley 60 x 14 x 3 15/16 inches

R.P.M. head pulley 42 rpm

Belt 14 inch 6 ply Calumet

Cups 12 x 6 inch at 8.5 inch o.c. Howell

Head drive 30 horsepower

Theoretical leg capacity (cup manufacturer rating) 66.0 bushels per hour

Actual leg capacity (80 percent of theoretical) 52.8 bushels per hour

Horsepower required for leg (based on above actual capacity plus 15 percent for motor) 23.3 hp

Man lift 2 horsepower Ehr

Load out scale Two 10 bushel Rich

Load out spout 8.25 inch W.C.

Cupola spouting 8.25 inch W.C.

Truck lift 7.5 horsepower Ehr

Dust collector system Fan → Air

Driveway doors Two overhead rolling

Conveyor Not required

 

Also Built

Office

Truck scale 45 x 10 feet — 50 ton

List of Tillotson Construction supervisors includes 2 unfortunate incidents

Flagler by Gary Rich

Flagler, Colo. in 2011. Photo by Gary Rich

By Ronald Ahrens

My uncles Tim and Charles Tillotson have put their heads together and come up with a list of supervisors who directed operations on Tillotson Construction Company jobs. What follows are Uncle Tim’s notes, and we’ve done the best that we can in regard to spelling.

Glen Morrison

Francis Dawson (ranch in New Mexico connected to ours)

Doyle Elliott

Glen Casey

Jerry Grimes

Wallly Farmer (also did the house, Kelby Road)

Bill Russell (had seven [surviving] sons; some ran jobs for us; one [the eighth] was electrocuted dropping a steel measuring tape down one morning to verify height on a deck “story pole”; wind blew tape, which touched bare spot on high-tension power lines)

Jim Sheets (’bout half Native American)

Everett Glen (Chas & I concur Everett was the super on Flagler, Colo., in 1953; I had told you before that Mother found him dead in his car in the parking at the house where he was working on finish trim, cabinet work, et cetera; this unfortunate incident had to be fall or winter of ’53 after the job in the summer.)

Painting an elevator meant ‘swing time’ on a flying scaffold in the wind

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By Ronald Ahrens

This photo from the Tillotson Construction Company archives shows two painters on a flying scaffold at an undetermined elevator.

The following passage is by my Uncle Merle Ahrens, who recalls spending the summer of 1955 with my Uncle Mike Tillotson, painting elevators in Nebraska:

When Michael and I started work, all the concrete pouring was complete and we were given the task of painting the outside of the whole elevator. We painted it using a lime-base whitewash.

We had to crawl over the edge of the top of the tank onto a flying scaffold. The scaffold was held up by a pair of rope block-and-tackles connected to a pair of wood beams that were extended about two feet over the edge of the tank. The wood beams extended about ten feet inboard and were weighed down with sandbags to keep the scaffold from falling. The scaffold was made up of a pair of two-by-twelve boards with a metal frame at each end and two-by-four railings around it. The rope block and tackles were attached to the scaffold on the ground. We had to pull the scaffold up to the top every time for each ten-foot width we painted.

There was an old man on the ground who mixed the paint and pulled it up to us in a five gallon bucket. He had a harder job than we had. All we had to do was brush on the paint and pull the rope to release the half hitch that held up the scaffold and let gravity work to lower it. The “flying” part of flying scaffold was when the wind was blowing. You would fly halfway around the tank.

Merle at home

Merle Ahrens in 2011 at his home in Titusville, Florida.

Every night we would take off our Levi’s and stand them in a corner. There was so much paint on them! Yet one pair lasted all summer.

After a couple of months we finished painting the elevator in Lincoln and went to David City to paint another grain elevator. This time we used a new latex paint. It was very slow-drying and the wind kicked up a lot of dust. The elevator ended up white with grey stripes.

We kept hearing of accidents at other sites. One man [Larry Ryan]was said to have fallen from a plank used to walk between the tops of two tanks. He was wearing new boots and slipped.

Another was killed when roofers removed the sandbags holding the beam for the flying scaffold so they could hot-tar the roof.

A couple more were hurt while riding on a bucket and the clamps holding the cable slipped. The clamps were installed wrong.

I do know for a fact that one worker at Lincoln was hit in the face when a five-gallon bucket with concrete in it fell while he was using a rope and pulley to lift it overhead.

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Painting a concrete grain elevator in Lincoln, Nebraska

Uncle Tim Tillotson recalled the challenge of painting while the scaffold flew back and forth in the wind. “When you’d come back you’d get a few licks in with the brush,” he said.

Did shacks temporarily shelter workers at Tillotson’s Vinton Street site?

Vinton Street Shacks

By Ronald Ahrens

This photo from Tillotson Construction Company’s archives looks south from the site of the Vinton Street elevator, completed in 1950. On the far right you see the main house, which is finished but for windows. The driveway is formed up. Leftover rebar is in the lower left and scrap is heaped in the center.

It’s unknown whether the silver trailer was being used in connection with the job, perhaps as an office. The black car, which could be a 1938 Buick, and the ugly-duckling blue-gray car, which could be a Plymouth (or maybe a Hudson?)–did they belong to employees?

What especially intrigues us are the shacks along the street. Were they part of the job–again, as office space, or to accommodate  workers? Two of my Tillotson uncles have strained their memories but aren’t able to put together this part of the story, explaining why the photo was taken.

The Big Springs, Nebraska, elevator proved to be a Mayer-Osborn Construction job

The Cheppell, Nebraska elevator built by Chalmers & Borton

The Chappell, Nebraska elevator built by Chalmers & Borton. 

Story and photos by Kristen Cart

My grandfather William Osborn built an elevator in the western Nebraska town of Chappell, according to my dad Jerry Osborn. Dad’s recollections have guided our search thus far, for Mayer-Osborn elevators. Surely over the kitchen table he heard the names of towns where his absent father had construction jobs. Or perhaps he saw the postmarks of letters sent home.

Chappell was probably stamped on one of those postmarked letters, or it was the nearest town with a motel, because when I went to visit in 2011, there was nary a Mayer-Osborn elevator in evidence. Impressive elevators there were, but I found out later that they all had the ubiquitous Chalmers & Borton nameplate, the trademark of Grandpa’s biggest competitor.

The Mayer-Osborn elevator lacked the annex when it was first built. It is the same plan as used in McCook, Neb. and Blencoe, Iowa.

The Mayer-Osborn elevator at Big Springs, Neb. lacked the annex when it was first built. It is the same style as used in McCook, Neb., and Blencoe, Iowa.

One stop east on the rail line, however, was a large, handsome elevator that looked like one of Mayer-Osborn’s jobs. It was the spitting image of the first elevator Grandpa built on his own at McCook, Neb. The first time I saw it, I was curious enough to snap a photo, but identification was going to wait for another year. My dad knew nothing about Big Springs.

When Gary Rich, a contributor to this blog, looked into the builders of the elevators he photographed, he solved the mystery. He identified the Big Springs elevator by its manhole covers inside the driveway, each embossed with “Mayer-Osborn Construction, Denver, Colo.” above the Hutchinson Foundry stamp.

The Big Springs, Neb. elevator in October, 2012

The Big Springs, Neb., elevator in October, 2012. 

I paid another visit to Big Springs last fall after our Wyoming elk hunt. We didn’t get any elk, but I did get some nice photographs of the elevator. It was a sleepy Sunday with no one around. Next time, perhaps I can see inside.

It is an honor to pay respects to my grandfather’s enduring work. It is living history of a kind that is rarely noticed or mentioned. Once gone, it is scarcely remembered except in dusty repositories of pictures, and in mostly forgotten stories.

At Big Springs, Neb., that day of fading away is still far off in the future.

The Vinton Street elevator’s driveway took special planning before construction

 

Vinton Street Drive way

By Ronald Ahrens

The Vinton Street elevator‘s driveway required the building of plenty of formwork before concrete could be poured. Here we see two men making final preparations. One is sweeping the deck, while the worker at the lower right is perhaps using a tool. The unknown photographer’s shadow intrudes into the lower left part of the frame.

Records show that 17 cubic yards of concrete were allotted for the driveway and the elevator’s work floor. The amount of reinforcing steel was not recorded.

A truck shed was then built. Although we lack a photo of it after completion, the record does show that Johnson Overhead Doors were to be installed, one at each end of the shed. And of course a scale was part of the package.

A Mayer-Osborn superintendent’s budget, from the back of a notepad

Ed Christoffersen papers008Story by Kristen Cart

On a slip-formed concrete elevator job, the superintendent was not expected to be deskbound. So it wasn’t a complete surprise to find a pay account jotted down on the back of Edwin Christoffersen’s handy notepad. His letters home probably came out of this paper supply, assuming he had time to write them.

The Cordell, Okla., elevator was built in 1950, when Edwin  Christoffersen took charge of the job for Mayer-Osborn Construction.

Dick Osborn0001

Richard “Dick” Osborn

It is easy to forget that times were so dramatically different then.

We were entering a frightening time, with the Korean War looming. Edwin’s nephew, my dad’s brother Dick Osborn, was putting on a uniform to go fight, taking a break from building elevators for the company.

Our country was pulling out of a period of deep recession and unemployment. Air travel was a luxury, but in no sense was it the comfortable experience we have now. Airplanes were loud and flew through the ugly weather, instead of over it. In the book “Fate is the Hunter,” Ernest K. Gann recounted the very real perils of flight in those days. He made it seem all too real in his excellent book.

Ed’s notepad recalls a bit of aviation history. Deco style was modern then. In small print, it even says “Made in U.S.A.”

Ed Christoffersen papers009a

Ed’s accounting.

On the reverse of this nearly empty pad of stationery, which miraculously survived for over sixty years among Edwin’s papers, is what appears to be an account of a monthly budget. It seems pretty clear that Ed would have been paid decently. The “coolies,” as they were called, did the physical labor and made $1 an hour. My dad, Jerry Osborn, got that job for one summer, and he didn’t get any special favors, either. The term was not a racial one in those days–it described the work, mostly done by local farm boys.

Edwin added up a sum exceeding $40 per month–perhaps it was what he had left over, after paying the bills. He came up with $170. Was this tally a payroll for his workers? Or was it a budget for his personal use? Did it record expenses for the Cordell project? It is hard to say.

In 1950, you could drive a good used car off the lot for a few hundred dollars, though a new Cadillac would have been out of reach for most people at over $3000. Maybe Ed had money left over to go get rowdy after work. Or maybe he could buy a good shotgun for his favorite pastime, which was hunting.

dick with man0001

Dick Osborn and Edwin Christoffersen nab a coyote.

I wish to thank Diane Osborn Bell for the pictures of her father, Richard “Dick” Osborn. Ed Christoffersen also kindly shared some of his dad’s personal papers, for which I am grateful.

It’s a truly illuminating way to look at man’s life and his work.

Successful concrete tests yielded an enduring elevator at Cordell, Oklahoma

Cordell concrete tests002

Story by Kristen Cart

During a recent visit to Nebraska, Dad and I met with the son of Edwin Louis Christoffersen to go through family pictures. Young Ed produced a treasure from among his father’s personal effects. Edwin Christoffersen was superintendent for the Mayer-Osborn Construction job at Cordell Okla., and among his duties was the engineering of a safe and durable elevator. Testing the concrete from a given supplier was of paramount importance.

This logbook shows the results of the testing for each part of the elevator’s structure. It is a fascinating bit of engineering history, and it speaks for itself.

Cordell concrete tests003

Cordell concrete tests004

Cordell concrete tests005

Cordell concrete tests006You will notice that the date and time of day was included in the calculations for each test. This is how we were able to determine when the Cordell elevator was built.

While a number of factors were recorded for each test, it is not clear to us what each term meant. Perhaps some of our readers can explain the process to us.

It is a true privilege to see some of the engineering practices in use during the 1950s, at a time when slide rules did the work of computers, yielding sufficient precision to send our astronauts to the moon in the following decade.

These builders, engineers, and innovators were pioneers, working at the pinnacle of their profession. We wish to thank Ed Christoffersen for sharing this priceless piece of history.

Newspaper clippings of the Lincoln, Nebraska, elevator show standard construction methods

Story by Kristen Cart

christofferson042

Omaha World-Herald

Among Edwin Christoffersen’s papers were clippings from the Lincoln, Neb., elevator construction site. While this was a Chalmers & Borton project, the clippings showed an impressively large elevator in the last stages of construction.

The story of a competitor’s biggest local project would have been of great interest to Ed, a superintendent for the Mayer-Osborn Construction Company. There is little doubt that Mayer-Osborn would have tried to get this contract. However, Chalmers & Borton frequently built the largest elevators.

It appears that the continuous pour was nearly complete for the huge structure, and that the planks were installed either for decking for the crews, or for the final pour which would cover each bin with a concrete cap. Once the concrete cured, final “wrecking out” would remove the forms.

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Omaha World-Herald

The headhouse was already in place, so the elevator was very close to completion. What cannot be seen is whether equipment that would come from subcontractors for installation in the headhouse and pit had yet arrived, and of course the run that would top the elevator and provide for grain distribution was yet to be finished.

The images provide a rare glimpse of the process, one that Edwin Christoffersen saw fit to preserve, much to our delight. This is a breathtaking view of a moment in time when America built with intrepidity and confidence, and left us with a towering legacy in the Plains.