US 287 over MISSOURI RIVER
Map
Coordinates:
+46.17404, -111.4457546°10'27" N, 111°26'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 over MISSOURI RIVER |
Structure number: | P00008088+02901 |
Location: | TOSTON |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 690.0 ft. [210.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,196 [as of 2016] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 63.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Good | 4196 | 63.0 |
May 2015 | Fair | Satisfactory | Satisfactory | Good | 3570 | 63.0 |
May 2013 | Fair | Satisfactory | Good | Good | 3570 | 63.0 |
May 2011 | Fair | Satisfactory | Good | Good | 3570 | 63.0 |
July 2009 | Fair | Satisfactory | Good | Good | 4050 | 82.5 |
April 2007 | Good | Good | Good | Good | 4810 | 81.4 |
March 2005 | Good | Good | Good | Very Good | 3720 | 81.6 |
September 2002 | Good | Good | Good | Very Good | 3630 | 79.6 |
June 2000 | Good | Good | Good | Very Good | 3230 | 79.6 |
October 1997 | Good | Good | Good | Very Good | 3240 | 79.6 |
August 1995 | Good | Good | Good | Very Good | 3025 | 79.7 |
June 1993 | Good | Good | Good | Very Good | 2594 | 87.3 |
November 1990 | Good | Good | Good | Good | 2492 | 88.3 |
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. | 2,598 | 1,767 | 831 | 0 | 0 |
Steel Protective Coating | sq. ft. | 38,970 | 6,625 | 19,875 | 0 | 12,470 |
Reinforced Concrete Girder/Beam | linear ft. | 151 | 151 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 20,666 | 18,703 | 1,963 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 1,206 | 0 | 1,206 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 197 | 197 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 112 | 112 | 0 | 0 | 0 |
Compression Joint | linear ft. | 56 | 0 | 56 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 0 | 24 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 0 | 16 | 8 |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 2 | 2 | 4 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,374 | 556 | 688 | 130 | 0 |