US 95 over SNAKE RIVER;HOMEDALE BR.
Map
Coordinates:
+43.61867, -116.9242243°37'07" N, 116°55'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 95 over SNAKE RIVER;HOMEDALE BR. |
Structure number: | 000000000018050 |
Location: | AT HOMEDALE ECL |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 185.0 ft. [56.4 m] |
Total length: | 687.0 ft. [209.4 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,400 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 52.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $9,120,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Fair | 8400 | 52.8 |
September 2015 | Fair | Satisfactory | Satisfactory | Fair | 8400 | 52.8 |
September 2013 | Fair | Good | Satisfactory | Fair | 8400 | 50.8 |
September 2012 | Fair | Good | Satisfactory | Fair | 8400 | 62.8 |
September 2011 | Fair | Good | Satisfactory | Fair | 8300 | 62.8 |
September 2010 | Fair | Good | Satisfactory | Fair | 8300 | 62.8 |
September 2009 | Fair | Very Good | Satisfactory | Fair | 8700 | 62.8 |
September 2008 | Poor | Poor | Satisfactory | Fair | 8700 | 59.8 |
September 2007 | Poor | Poor | Satisfactory | Fair | 7300 | 59.8 |
September 2006 | Poor | Poor | Satisfactory | Fair | 7300 | 59.8 |
September 2005 | Poor | Poor | Satisfactory | Fair | 7300 | 59.8 |
September 2004 | Fair | Fair | Satisfactory | Fair | 7300 | 61.8 |
September 2003 | Fair | Fair | Satisfactory | Fair | 7300 | 61.8 |
September 2001 | Fair | Fair | Satisfactory | Fair | 7300 | 61.8 |
September 1999 | Fair | Fair | Satisfactory | Satisfactory | 6000 | 76.5 |
September 1997 | Fair | Satisfactory | Satisfactory | Good | 6100 | 77.5 |
September 1995 | Fair | Satisfactory | Satisfactory | Good | 6000 | 73.1 |
September 1993 | Fair | Satisfactory | Satisfactory | Good | 5060 | 81.6 |
September 1991 | Fair | Satisfactory | Good | Good | 5060 | 82.6 |
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. | 2,749 | 1,749 | 1,000 | 0 | 0 |
Steel Protective Coating | sq. ft. | 42,876 | 30,876 | 6,000 | 5,000 | 1,000 |
Deck |
Reinforced Concrete Deck | sq. ft. | 28,288 | 25,288 | 3,000 | 0 | 0 |
Wearing Surfaces | sq. ft. | 22,121 | 0 | 22,121 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 62 | 0 | 62 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 71 | 11 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 49 | 95 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 128 | 0 | 113 | 0 | 15 |
Bearings |
Movable Bearing | each | 16 | 0 | 0 | 16 | 0 |
Steel Protective Coating | sq. ft. | 32 | 0 | 0 | 16 | 16 |
Fixed Bearing | each | 16 | 0 | 8 | 8 | 0 |
Steel Protective Coating | sq. ft. | 32 | 0 | 16 | 16 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,058 | 2,058 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,198 | 2,198 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 1,372 | 1,317 | 55 | 0 | 0 |