US 287 over MILLIGAN CREEK
Map
Coordinates:
+45.85651, -111.6543545°51'23" N, 111°39'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 over MILLIGAN CREEK |
Structure number: | P00013089+01061 |
Location: | 6M SW THREE FORKS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,580 [as of 2016] |
Truck traffic: | 13% 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] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 1580 | 92.4 |
January 2014 | Good | Very Good | Very Good | Good | 1510 | 93.7 |
June 2010 | Good | Very Good | Very Good | Very Good | 1510 | 93.7 |
June 2006 | Good | Very Good | Very Good | Very Good | 1460 | 93.9 |
June 2002 | Good | Very Good | Very Good | Very Good | 1190 | 94.9 |
February 1998 | Good | Very Good | Very Good | Very Good | 1030 | 95.6 |
March 1994 | Good | Very Good | Very Good | Very Good | 850 | 92.3 |
April 1992 | Good | Very Good | Very Good | Good | 810 | 94.5 |
February 1990 | Good | Good | Very Good | Very Good | 544 | 95.5 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 509 | 509 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,004 | 3,148 | 817 | 39 | 0 |
Concrete Protective Coating | sq. ft. | 4,004 | 3,187 | 0 | 0 | 817 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 36 | 34 | 2 | 0 | 0 |
Bearings |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 203 | 0 | 203 | 0 | 0 |
Steel Protective Coating | sq. ft. | 400 | 0 | 352 | 40 | 8 |