US 285 ML over MIDDLE FK S.PLATTE RVR
Map
Coordinates:
+39.21932, -105.9938239°13'10" N, 105°59'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 285 ML over MIDDLE FK S.PLATTE RVR |
Structure number: | H-13-A |
Location: | JUST W. OF FAIRPLAY |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,800 [as of 2011] |
Truck traffic: | 12% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 49.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Satisfactory | Fair | 5800 | 49.8 |
June 2015 | Fair | Fair | Satisfactory | Fair | 5800 | 58.8 |
June 2013 | Fair | Fair | Satisfactory | Fair | 5800 | 58.8 |
June 2011 | Fair | Fair | Satisfactory | Fair | 5800 | 58.8 |
June 2009 | Fair | Fair | Satisfactory | Fair | 5800 | 58.8 |
May 2007 | Fair | Fair | Satisfactory | Fair | 5400 | 58.8 |
May 2005 | Fair | Fair | Satisfactory | Fair | 4805 | 60.9 |
May 2003 | Fair | Fair | Satisfactory | Fair | 4433 | 57.4 |
May 2001 | Fair | Fair | Satisfactory | Fair | 4433 | 60.1 |
May 1999 | Fair | Fair | Satisfactory | Fair | 4317 | 57.1 |
June 1997 | Fair | Fair | Satisfactory | Fair | 2850 | 57.4 |
June 1995 | Fair | Fair | Satisfactory | Fair | 2850 | 57.5 |
April 1993 | Fair | Fair | Good | Fair | 2350 | 58.5 |
May 1991 | Fair | Fair | Good | Fair | 2150 | 56.5 |
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. | 300 | 166 | 64 | 70 | 0 |
Steel Protective Coating | sq. ft. | 1,200 | 664 | 256 | 280 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,077 | 1,227 | 123 | 727 | 0 |
Wearing Surfaces | sq. ft. | 2,077 | 1,977 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 67 | 33 | 34 | 0 | 0 |
Bearings |
Movable Bearing | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 0 | 5 | 0 | 0 |
Fixed Bearing | each | 5 | 4 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 4 | 1 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 124 | 79 | 45 | 0 | 0 |