I 15 over PONDERA COULEE
Map
Coordinates:
+48.16557, -111.9278948°09'56" N, 111°55'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 15 over PONDERA COULEE |
Structure number: | I00015338+02052 |
Location: | 1M S CONRAD |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 60.7 ft. [18.5 m] |
Total length: | 124.0 ft. [37.8 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,495 [as of 2016] |
Truck traffic: | 27% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Very Good | Good | 1495 | 97.9 |
September 2013 | Fair | Satisfactory | Good | Good | 3430 | 97.8 |
September 2009 | Fair | Satisfactory | Good | Good | 3810 | 97.8 |
September 2005 | Good | Good | Very Good | Good | 3950 | 97.8 |
September 2001 | Good | Good | Very Good | Good | 3690 | 96.8 |
April 1999 | Good | Very Good | Very Good | Good | 3380 | 97.8 |
December 1996 | Good | Very Good | Very Good | Good | 2670 | 97.9 |
October 1992 | Good | Very Good | Very Good | Good | 2110 | 97.8 |
January 1991 | Good | Very Good | Very Good | Good | 2330 | 97.8 |
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. | 620 | 620 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,500 | 5,500 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 5,500 | 5,500 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 39 | 39 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 83 | 22 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 43 | 43 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 10 | 8 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 6 | 2 | 1 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 249 | 0 | 249 | 0 | 0 |
Steel Protective Coating | sq. ft. | 415 | 248 | 83 | 42 | 42 |