When CSX Railway needed to expand access to their Bedford Park, Illinois rail yard, they knew they didn’t have too many options. The bridge carrying a major traffic artery over numerous railway tracks restricted their access, but they needed two more sets of tracks at their transportation hub.

CSX Transportation asked General Contractor, The Milord Company, to come up with ideas. The final proposal included removing an existing retaining wall on the south edge of the viaduct and pouring a new wall approximately 20' further into the embankment to widen the access to the rail yard.

Milord contracted with Kujo, Inc. to perform the concrete work. Kujo has utilized various Symons forming systems for building median structures and sign pedestals for D.O.T. work, but they had never constructed a wall of this size under these conditions. After contacting Symons, they chose to use the Steel-Ply forming system combined with the Backbone™ one-sided forming frame for this project.

Once the embankment was reduced and soil nails embedded 20' into the newly exposed face, Kujo poured a footing for the retaining wall, a pad for the back jack of the Backbone frames, and placed rebar for the new retaining wall.

Symons Senior Account Manager, Herb Schneider, contributed several ideas to help Kujo get the project moving along smoothly. One suggestion was that Kujo pour the footing for the wall without positioning and casting in the Tie Rods. Instead, Coil Rod could be epoxied into the exact locations necessary, avoiding placement irregularities common with castin Tie Rods. It was also suggested that they utilize 9' Steel-Ply panels in a horizontal gang to easily accommodate the Backbone frames at 3' centers.

After the 20' gang forms were placed and the frames attached and plumbed, Kujo drilled holes for 1¼" Coil Rod to be epoxied into the footing. 8" Coil Ties were utilized for the couplers and a Taper Tie for the Tie Rods that would be secured to the 8" walers. It went together perfectly, and they were ready to pour.

Everything seemed to be falling into place until the beginning of that first pour. The Backbone system held up perfectly, however the contractor discovered that they had not placed enough compacted fill in front of the wall footings. This caused slight movement in the forming structure, sliding it away from the embankment. The contractor had to think quick, and decided to drill two holes on the outer edge of the outside jacks to place #10 rebar to stop the frame system from being pushed out. A simple solution that worked like a charm!

After the first pour, they knew what to expect and prepared for the rest. They secured the footing better and placed the rebar at the outside jacks prior to the next pour.

Kujo was able to set the first 60' of forms and frames up in about five days and were able to pour the next four sections and complete the 300' retaining wall within fifteen days.

Backbone™ Forming Support System

Forming | Backbone System

Steel-Ply® Concrete Forming System

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