S BARBER RD over MUSSELSHELL RIVER 023
Map
Coordinates:
+46.30843, -109.3853146°18'30" N, 109°23'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S BARBER RD over MUSSELSHELL RIVER 023 |
Structure number: | L19201024+00001 |
Location: | BARBER-S BARBER RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 119.1 ft. [36.3 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 125 [as of 2017] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 125 | 93.3 |
July 2016 | Good | Good | Good | Good | 60 | 99.9 |
July 2014 | Good | Good | Good | Good | 100 | 99.8 |
July 2012 | Good | Good | Good | Good | 100 | 99.8 |
September 2010 | Good | Good | Good | Good | 100 | 96.8 |
September 2008 | Good | Very Good | Good | Very Good | 100 | 96.8 |
October 2006 | Good | Very Good | Good | Very Good | 100 | 97.8 |
November 2004 | Good | Very Good | Good | Very Good | 100 | 96.8 |
February 2003 | Good | Very Good | Good | Very Good | 100 | 96.8 |
July 2001 | Good | Very Good | Good | Very Good | 100 | 97.8 |
July 1999 | Good | Very Good | Good | Very Good | 100 | 98.8 |
February 1997 | Good | Very Good | Good | Very Good | 100 | 98.8 |
October 1994 | Good | Very Good | Good | Very Good | 31 | 98.9 |
January 1993 | Good | Very Good | Good | Very Good | 31 | 98.9 |
February 1991 | Good | Very Good | Good | Very Good | 96 | 98.8 |
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. | 604 | 604 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,165 | 3,165 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 75 | 71 | 4 | 0 | 0 |
Bearings |
Fixed Bearing | each | 10 | 0 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 8 | 0 | 2 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 243 | 182 | 61 | 0 | 0 |
Steel Protective Coating | sq. ft. | 364 | 0 | 335 | 29 | 0 |