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US 87 over RR
Map
Coordinates:
+47.02824, -109.88037
47°01'42" N, 109°52'49" W
+47.02824, -109.88037
47°01'42" N, 109°52'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 87 over RR |
| Structure number: | P00057056+09601 |
| Location: | 2M SE MOCCASIN |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 160.8 ft. [49.0 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,250 [as of 2015] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 75.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2016 | Good | Good | Good | Good | 2250 | 75.0 |
| October 2014 | Good | Good | Good | Good | 2040 | 75.0 |
| October 2012 | Good | Very Good | Very Good | Very Good | 2040 | 75.0 |
| October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2040 | 58.1 |
| September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2260 | 58.1 |
| August 2007 | Good | Good | Good | Good | 2610 | 58.1 |
| February 2007 | Good | Good | Good | Good | 2620 | 58.1 |
| February 2005 | Good | Good | Good | Good | 2440 | 58.1 |
| March 2003 | Good | Good | Good | Good | 2230 | 58.1 |
| December 2001 | Good | Good | Good | Good | 2230 | 58.1 |
| June 1999 | Good | Good | Good | Good | 1980 | 59.1 |
| December 1996 | Good | Good | Good | Good | 1550 | 59.1 |
| March 1995 | Good | Good | Good | Good | 1550 | 59.0 |
| February 1993 | Good | Good | Very Good | Good | 2050 | 58.0 |
| January 1991 | Good | Good | Very Good | Good | 1896 | 56.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 1,237 | 1,237 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 46 | 46 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 82 | 82 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 328 | 312 | 16 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 6,986 | 6,986 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1318342
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318342