US 87 over RR
Map
Coordinates:
+47.02824, -109.8803747°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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,518 [as of 2017] |
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 2018 | Good | Good | Good | Good | 2518 | 75.0 |
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, 2019 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 |
Deck |
Prestressed Concrete Deck | sq. ft. | 6,986 | 6,986 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,986 | 6,986 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 46 | 46 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 81 | 1 | 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 | 295 | 33 | 0 | 0 |