Why was the bridge always tired? Too many crossings.
Why was the bridge always tired? Too many crossings.
Gathering condition ratings from coast to coast...
over EAST FORK SHELL CREEK
4 WEST OF PARSHALL
Parametric wireframe generated from real NBI dimensions. Drag to rotate, scroll to zoom.
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This bridge has a Good overall condition rating of 7 out of 9. It is in good structural condition and is not classified as structurally deficient.
The bridge carries 282 vehicles per day and is 46 years old (reconstructed in 2012).
Its sufficiency rating of 52.3 places it below the national average of 63.6.
For travelers with bridge anxiety
This bridge is likely to be a comfortable crossing for most travelers.
This bridge is 60 feet long — a quick crossing, under 5 seconds at highway speed.
A standard overpass design with solid barriers on each side.
No height data available — likely a standard overpass height.
Only about 282 vehicles cross daily — very light traffic with low congestion risk.
The deck is 36 feet wide with 2-3 lanes — moderate width.
This bridge crosses over water. Focus on the road ahead — the water is far below.
This comfort score is designed to help individuals with bridge anxiety plan their travel. All bridges in the National Bridge Inventory are regularly inspected and deemed safe for travel. This is not medical advice — if you experience severe anxiety, please consult a healthcare professional.
Year Built
1980
46 years old (rebuilt 2012)
Structure Type
Prestressed Concrete Box Beam (Single/Spread)
Total Length
60 ft
18.3 m
Deck Width
36 ft
11.1 m
Spans
1
sections between supports
Max Span
57 ft
longest unsupported section (17.4 m)
Traffic Lanes
2 lanes
Two-way traffic
Daily Traffic
282vehicles/day
47.94859°N, 102.21514°W
Prestressed Concrete Box Beam (Single)
A prestressed concrete box beam bridge combines hollow box sections with prestressing technology, enabling longer spans with reduced weight and material usage.
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Data from the National Bridge Inventory (NBI), maintained by the Federal Highway Administration (FHWA).
Data year: 2025. Conditions may have changed since the last inspection.
This information is provided for educational and informational purposes only. It should not be used as the sole basis for any decisions related to bridge safety or transportation planning. Always consult official sources and local authorities for the most current data.