US 10/MAIN AVENUE over US 81/10TH STREET
Map
Coordinates:
+46.87500, -96.7933346°52'30" N, 96°47'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 10/MAIN AVENUE over US 81/10TH STREET |
Structure number: | 0010939846 |
Location: | MAIN AVE & 10TH ST-FARGO |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 77.1 ft. [23.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Year reconstructed: | 2010 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,100 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 87.4 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $99,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Good | 24100 | 87.4 |
November 2015 | Fair | Fair | Satisfactory | Good | 24100 | 87.4 |
October 2013 | Fair | Fair | Satisfactory | Good | 24100 | 87.4 |
November 2011 | Fair | Fair | Satisfactory | Good | 24100 | 87.4 |
January 2010 | Poor | Satisfactory | Fair | Poor | 24100 | 59.6 |
August 2007 | Fair | Satisfactory | Satisfactory | Fair | 24100 | 76.8 |
December 2005 | Fair | Good | Satisfactory | Fair | 24100 | 76.8 |
November 2004 | Fair | Good | Satisfactory | Fair | 24100 | 76.8 |
December 2001 | Fair | Good | Satisfactory | Fair | 24100 | 76.8 |
December 1999 | Fair | Very Good | Satisfactory | Satisfactory | 19200 | 89.1 |
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. | 682 | 0 | 682 | 0 | 0 |
Steel Protective Coating | sq. ft. | 999 | 0 | 999 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 115 | 59 | 56 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 22 | 0 | 22 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 194 | 194 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 194 | 179 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 387 | 342 | 45 | 0 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 2,336 | 0 | 2,336 | 0 | 0 |
Steel Protective Coating | sq. ft. | 999 | 0 | 999 | 0 | 0 |
Bearings |
Fixed Bearing | each | 38 | 25 | 13 | 0 | 0 |
Steel Protective Coating | sq. ft. | 999 | 0 | 999 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 203 | 203 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 999 | 999 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 115 | 84 | 31 | 0 | 0 |