Route 100 Bridge No. 177

Waistfield, VT

The new Route 100 Bridge No. 177 in Waistfield, Vermont, features a hybrid design combining steel girders with precast concrete abutments, footings, backwalls, wing walls, approach slabs, and partial depth stay-in-place deck panels that sped up construction to meet a tight deadline. It also featured the state’s first use of ultra-high-performance concrete.

The new single-span bridge, 180 feet long, replaced a two-span design with a supporting pier. “We typically use NEXT beams or precast concrete box beams for these projects, but the length and terrain caused us to look at more options,” says Rob Young, project manager for the Vermont Department of Transportation.

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Projects details

  • PrecasterJ.P. Carrara and Sons Inc., Middlebury, VT

  • Owner/DesignerVermont Agency of Transportation, Montpelier, VT

  • ContractorAl St Onge Contractor Inc., Montgomery, VT

PROJECT AND PRECAST SCOPE

  • Total length: 180-foot bridge replacement bridge

  • 109 Total Precast Concrete Components.

  • 12 precast concrete components for Abutment #1 comprising

  • Three footings (3 feet deep, 7.5 feet wide and 20 feet long at most) with leveling bolts.

  • Three backwalls (21 inches thick, 6.88 feet tall and 17.7 feet long at most) with grouted splice sleeves.

  • Two wing walls (4.54 feet wide, 8.25 feet tall and 20.6 feet long at most).

  • Four approach slabs (1.33 feet thick, 7.2 feet wide and 25 feet long).

  • 15 precast concrete components for Abutment #2 comprising

  • Five match-cast stem walls (3.5 feet thick, 12.75 feet wide and 10.5 feet tall at most) with haunches.

  • Four concrete backwalls (2.3 feet thick, 5.6 feet tall and 14.8 feet long at most) with haunches and grouted splice sleeves.

  • Two flying wing walls (2 feet thick, 13.5 feet tall and 10 feet long at most).

  • Four approach slabs (1.33 feet thick, 7.2 feet wide and 25 feet long.

  • 82 prestressed concrete stay-in-place deck panels (3.5 inches thick, 8 feet wide and 6.5 feet long).