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OLD HWY 85 over BOXELDER CK
Map
Coordinates:
+45.64424, -103.48407
45°38'39" N, 103°29'03" W
+45.64424, -103.48407
45°38'39" N, 103°29'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OLD HWY 85 over BOXELDER CK |
| Structure number: | 000000032280212 |
| Location: | 3.0E & 4.3N BUFFALO |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1936 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 60 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 64.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $15,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Poor | Poor | Satisfactory | Fair | 60 | 64.6 |
| June 2016 | Poor | Poor | Satisfactory | Fair | 60 | 64.6 |
| June 2014 | Poor | Poor | Satisfactory | Fair | 60 | 64.6 |
| June 2012 | Poor | Poor | Satisfactory | Fair | 60 | 76.9 |
| June 2010 | Poor | Poor | Satisfactory | Fair | 60 | 76.9 |
| October 2008 | Poor | Poor | Satisfactory | Fair | 60 | 76.9 |
| October 2006 | Poor | Poor | Satisfactory | Satisfactory | 60 | 87.9 |
| July 2004 | Fair | Fair | Satisfactory | Satisfactory | 60 | 89.9 |
| May 2002 | Fair | Fair | Satisfactory | Satisfactory | 60 | 89.9 |
| May 2000 | Fair | Fair | Satisfactory | Satisfactory | 60 | 89.9 |
| June 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 90.9 |
| August 1996 | Fair | Satisfactory | Good | Good | 60 | 90.8 |
| October 1994 | Fair | Satisfactory | Good | Very Good | 60 | 90.9 |
| October 1992 | Fair | Satisfactory | Good | Very Good | 60 | 90.2 |
| July 1990 | Fair | Satisfactory | Good | Very Good | 60 | 90.2 |
© 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/1492232
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492232