I 90B LOOP over SOUTH FORK CD'A RIVER
Map
Coordinates:
+47.47722, -115.9333347°28'38" N, 115°55'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 90B LOOP over SOUTH FORK CD'A RIVER |
Structure number: | 000000000017330 |
Location: | IN WALLACE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 63.0 ft. [19.2 m] |
Deck width edge-to-edge: | 70.5 ft. [21.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2015] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 93.0 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 93.0 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 93.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 93.0 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 93.0 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 2600 | 93.0 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 2400 | 93.0 |
September 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 2400 | 93.0 |
September 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 93.0 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 3200 | 93.0 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 1600 | 93.0 |
September 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 11910 | 94.0 |
September 1992 | Fair | Good | Good | Satisfactory | 11910 | 94.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 500 | 95.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 161 | 0 | 161 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 227 | 215 | 12 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 281 | 267 | 14 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 8,108 | 8,096 | 12 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,245 | 7,245 | 0 | 0 | 0 |