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US 87 over STOCKPASS
Map
Coordinates:
+47.23028, -110.45111
47°13'49" N, 110°27'04" W
+47.23028, -110.45111
47°13'49" N, 110°27'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 87 over STOCKPASS |
| Structure number: | P00057024+02201 |
| Location: | 3M E GEYSER |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 23.3 ft. [7.1 m] |
| Skew angle: | 10° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,435 [as of 2016] |
| Truck traffic: | 14% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $128,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2018 | Good | 7 out of 10 | 2435 | 80.0 |
| February 2016 | Good | 7 out of 10 | 2010 | 80.0 |
| February 2014 | Good | 7 out of 10 | 2010 | 80.0 |
| February 2012 | Good | 7 out of 10 | 2010 | 80.0 |
| February 2010 | Good | 7 out of 10 | 1990 | 89.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 240 | 238 | 2 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 7,314 | 7,314 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318339
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318339