Kispiox River Bridge — Structural Bridge Suite v2 (BC)

Site & Alignment

Kispiox River · steel plate-girder crossing

Basemap

Terrain & layers

3D terrain (LiDAR / DEM) Hillshade relief Project limits

Vertical exaggeration 1.4×

Alignment

Drag the ◆ A1 / A2 abutment handles on the map to set the crossing. The profile rebuilds live from the terrain underneath.

Length A1–A2

—

m, c/c bearings

Azimuth

—

° from north

Skew to river 0°

Spans & piers

Intermediate piers 2

Drag the ● P pier handles along the alignment to tune each span — or space them equally with one click.

Span	Length	L/d check

Deck cross-section

Deck width auto-sums from the section below; the map shows the full deck with lanes, shoulders and sidewalk live. BC Supp §430 · Table 430.A

Through lanes 2

Lane width 3.70m

Shoulder width (each) 2.00m

Sidewalk on deck

Sidewalk side

Sidewalk width 1.50m

Steel girders 6

Deck slab 250mm CIP

Deck width o/o

—

m total

Carriageway

—

m lanes+shldr

Girder spacing

—

m c/c

Deck area

—

m²

Vertical profile

Raise / lower grade 0.0m

Longitudinal grade 0.0%

Girder span/depth ratio 25L/d

Freeboard target over design HW 1.5m

Kispiox River Bridge

Kispiox Valley Road (L100A1)
CSA S6 · BCL-625 · Class A

Alignment / abutment

Pier

Project limits

Longitudinal profile Ground (LiDAR) Deck grade Girders Design HW