SH 53 over UNION PACIFIC RAILROAD
Map
Coordinates:
+47.82075, -116.7895047°49'15" N, 116°47'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 53 over UNION PACIFIC RAILROAD |
Structure number: | 000000000014665 |
Location: | 6.7 E. RATHDRUM |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,500 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 56.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,841,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Poor | Fair | Fair | 4500 | 56.5 |
June 2016 | Fair | Fair | Fair | Fair | 4500 | 52.9 |
June 2014 | Fair | Fair | Fair | Fair | 4500 | 54.0 |
June 2012 | Fair | Fair | Fair | Fair | 4500 | 48.0 |
June 2010 | Fair | Fair | Fair | Fair | 4700 | 48.0 |
June 2008 | Fair | Fair | Fair | Fair | 5600 | 48.0 |
June 2006 | Fair | Fair | Fair | Fair | 4800 | 42.5 |
June 2004 | Fair | Fair | Fair | Fair | 4800 | 42.5 |
June 2002 | Fair | Fair | Fair | Fair | 4800 | 42.5 |
June 2000 | Fair | Fair | Fair | Fair | 4800 | 42.5 |
June 1998 | Fair | Fair | Satisfactory | Fair | 4800 | 42.5 |
June 1996 | Fair | Fair | Satisfactory | Fair | 4400 | 42.5 |
June 1994 | Fair | Fair | Satisfactory | Fair | 4400 | 42.5 |
June 1992 | Fair | Fair | Satisfactory | Satisfactory | 4040 | 50.3 |
June 1991 | Fair | Satisfactory | Good | Good | 4040 | 51.3 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 390 | 172 | 195 | 20 | 3 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,864 | 842 | 1,957 | 1,015 | 50 |
Wearing Surfaces | sq. ft. | 3,240 | 3,228 | 0 | 12 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 59 | 26 | 0 | 0 | 33 |
Reinforced Concrete Pier Cap | linear ft. | 12 | 6 | 6 | 0 | 0 |
Joints |
Assembly with Seal | each | 79 | 0 | 0 | 79 | 0 |
Bearings |
Movable Bearing | each | 9 | 0 | 0 | 9 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 0 | 0 | 18 |
Fixed Bearing | each | 3 | 0 | 0 | 3 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 0 | 6 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 259 | 0 | 0 | 259 | 0 |