In the heart of America’s dairy country, a cheese-processing plant is in the midst of a multiyear modernization project that will increase its ability to process more milk and make larger blocks of cheese. Infrastructure improvements to the plant in Kiel, WI include modernizing cheese-making and packaging processes, expanding plant capacity and making whey-processing improvements.

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To pick the whey dryer for its final placement along the processing line, the LTM 1500-8.1 was configured with 121 feet of main boom, 69 feet of luffing jib, and 383,000 pounds of counterweight.

The project involves constructing numerous buildings. The simultaneous construction and various buildings in different states of completion posed a challenge for contractor Miron Construction. When the time came to place a new whey dryer on the roof of one of the new buildings, the surrounding area was terribly short on space.

Short on space

There was enough new construction near the building that a courtyard with limited space was the only area to place any crane brought in to lift the whey dryer. Within the courtyard, there was only one spot that had the necessary tail-swing clearance to position the crane. Adding to the challenge, there was also an overhead ammonia line that would need to be avoided. The crane had to be placed snugly in a box and then carefully navigate around the lid.

Bill Schaller, project manager for Miron, called Scott Jerome, branch manager of Dawes Rigging & Crane Rental, to assess how to approach the lift.

Based on a site visit and preliminary drawings, Jerome believed the 600-ton Liebherr LTM 1500-8.1 all-terrain crane, with its mix of capacity, reach and mobility – and variably adjustable outriggers known as VarioBase – was the best tool for the job. The adjustable outriggers would allow the machine to move in closer than any other model in that capacity.

Team planning

At this point, Jay Mathes, virtual construction specialist for Miron, began working closely with the Dawes engineering department to map out a 3D lift plan.

“Jay had done a 3D drawing of all the buildings already on the site,” said Jerome. “We were able to bring those into our software and add a 3D rendering of the Liebherr LTM 1500-8.1 to get a realistic idea of how the crane would interact with the site. We knew it would be tight – but we knew it could be done safely.”

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The operator did a dry run of the lift before the rigging was attached as a final check that the site had all proper clearances.

Using computer technology was only the beginning. The Miron and Dawes teams went to the site and physically mapped out where to position the crane. This was done multiple times, making adjustments until the precise position was determined.

Then, another curveball. The crane’s primary weight-bearing outrigger would be positioned directly over an underground concrete sewer line. The bottom of the “box” had a potential obstruction, too. Dawes’ heavy lift engineer John Stolarczyk was brought in to come up with a solution. He determined that adding a nine-inch layer of coarse stone along with the 12-foot-by 8-foot steel matting would distribute the weight evenly enough to allow the outrigger to safely remain above the sewer line.

Lift day

Finally, after two months of planning, they were ready to lift the whey dryer into its permanent position atop a building 170 feet above ground. The whey dryer is 45 feet tall, 35 feet in diameter and weighs 120,000 pounds. Rigging added another 30 feet. The crane’s jib was constructed under the overhead ammonia line, tipped on rollers and then rolled clear and boomed up. A preliminary lift was performed to position the workpiece – the whey dryer – farther away from the crane because of the radius required.

To pick the whey dryer for its final placement along the processing line, the LTM 1500-8.1 was configured with 121 feet of main boom, 69 feet of luffing jib and 383,000 pounds of counterweight.

“Where the crane had to be built and swung into position, it had to be set up with all counterweights, short luffing and a Y-frame for extra boom support,” said Jerome. “The day we made the lift, there was less than eight inches of clearance between the Y-frame struts and the building. In 34 years, it’s the tightest job I’ve ever been involved with.”

The operator did a dry run of the lift before the rigging was attached as a final check that the site had all the proper clearances. When it was time for the lift, the operator meticulously swung the boom and lowered the piece into position. The crane then held the piece for six hours while the welding crew welded it into place. It took months of planning for those few critical hours.

In the end, “The lift happened smoothly and went exactly according to plan,” said Schaller, Miron’s project manager. “It was uneventful. We like uneventful.”