I 15 over INT MOOSE CREEK
Map
Coordinates:
+45.71214, -112.7022445°42'44" N, 112°42'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 15 over INT MOOSE CREEK |
Structure number: | I00015099+02331 |
Location: | 3.1M S DIVIDE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,610 [as of 2015] |
Truck traffic: | 19% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Good | Satisfactory | 1610 | 96.0 |
February 2013 | Good | Good | Good | Good | 3060 | 98.0 |
February 2009 | Good | Good | Good | Good | 3270 | 98.0 |
March 2005 | Fair | Good | Very Good | Satisfactory | 3310 | 98.0 |
March 2001 | Fair | Good | Very Good | Satisfactory | 2620 | 98.0 |
April 1997 | Fair | Good | Very Good | Satisfactory | 3150 | 98.0 |
April 1993 | Fair | Good | Good | Satisfactory | 1980 | 98.0 |
March 1991 | Fair | Good | Good | Satisfactory | 1970 | 98.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 525 | 525 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,337 | 3,287 | 46 | 4 | 0 |
Concrete Protective Coating | sq. ft. | 3,337 | 3,337 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 66 | 9 | 7 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 151 | 121 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 996 | 797 | 0 | 0 | 199 |