Design / Planning

Bridge Layout

The general layout of a girder bridge on integral end bents, after MoDOT EPG 751.22.1.4: stations of every fill face, end of slab, bent and bearing line, and for each span the precast girder length, bearing-to-bearing length and bent-to-bent length. Any number of spans, with skew. Results update as you type.

Spans

Layout lengthsft, comma separated: CL bearing at end bents, CL bent at interior bents

Fill face, End Bent 1Station, e.g. 153+61.97

Skew

deg

End bents

Fill face to end of slabSquare to the bent

Fill face to CL bent

Fill face to CL bearing

Bearing pad lengthDim. A = 1 in + pad/2

Interior bents

Bearing pad length

Gap between girder ends7 in minimum

Check

Fill face, last end bentStation from the civil plans (optional)