I 94 over RR
Map
Coordinates:
+46.79552, -105.2417846°47'44" N, 105°14'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 94 over RR |
Structure number: | I00094179+05172 |
Location: | 3M E TERRY |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 440.0 ft. [134.1 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,214 [as of 2016] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Good | 2214 | 97.9 |
July 2015 | Fair | Good | Satisfactory | Good | 2820 | 97.7 |
July 2013 | Fair | Good | Satisfactory | Good | 2820 | 97.9 |
July 2011 | Poor | Poor | Satisfactory | Good | 2820 | 94.9 |
October 2009 | Fair | Fair | Satisfactory | Good | 3190 | 96.9 |
August 2007 | Fair | Good | Satisfactory | Good | 3120 | 97.9 |
November 2006 | Good | Good | Good | Good | 2630 | 97.9 |
November 2005 | Good | Good | Good | Good | 2360 | 97.9 |
November 2004 | Good | Good | Good | Good | 2630 | 97.9 |
January 2003 | Good | Good | Good | Good | 2400 | 97.9 |
November 2000 | Good | Good | Good | Good | 2400 | 97.9 |
November 1998 | Good | Good | Good | Good | 2770 | 97.9 |
November 1996 | Good | Good | Good | Good | 2600 | 97.9 |
February 1995 | Good | Good | Good | Good | 2670 | 97.8 |
October 1992 | Good | Good | Good | Good | 2680 | 97.8 |
November 1990 | Good | Very Good | Good | Good | 2520 | 97.8 |
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 |
Steel Girder/Beam | linear ft. | 1,017 | 582 | 430 | 5 | 0 |
Steel Protective Coating | sq. ft. | 11,760 | 9,996 | 588 | 588 | 588 |
Prestressed Concrete Girder/Beam | linear ft. | 1,650 | 1,650 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,429 | 17,471 | 1,954 | 4 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 13 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 105 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 164 | 159 | 1 | 4 | 0 |
Joints |
Open Joint | linear ft. | 89 | 81 | 8 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 89 | 51 | 38 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 0 | 18 | 6 | 0 |
Steel Protective Coating | sq. ft. | 24 | 18 | 2 | 2 | 2 |
Fixed Bearing | each | 26 | 0 | 26 | 0 | 0 |
Steel Protective Coating | sq. ft. | 26 | 17 | 3 | 3 | 3 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 866 | 433 | 433 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,732 | 1,471 | 87 | 87 | 87 |
Reinforced Concrete Bridge Rail | linear ft. | 866 | 726 | 140 | 0 | 0 |