TEN MILE RD over INT TERRY-I 94
Map
Coordinates:
+46.78707, -105.3025246°47'13" N, 105°18'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TEN MILE RD over INT TERRY-I 94 |
Structure number: | S00253000+00311 |
Location: | SE TERRY |
Purpose: | Carries highway overpass over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 325.1 ft. [99.1 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans 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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,145 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Good | 1145 | 98.0 |
July 2015 | Fair | Satisfactory | Satisfactory | Good | 1130 | 98.0 |
July 2013 | Fair | Satisfactory | Satisfactory | Good | 1130 | 98.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Good | 1130 | 100.0 |
May 2010 | Fair | Good | Satisfactory | Good | 1130 | 100.0 |
October 2008 | Fair | Good | Satisfactory | Good | 940 | 100.0 |
February 2007 | Fair | Satisfactory | Good | Good | 850 | 100.0 |
February 2005 | Fair | Satisfactory | Good | Good | 960 | 100.0 |
January 2003 | Fair | Satisfactory | Good | Good | 1090 | 100.0 |
November 2000 | Good | Good | Good | Good | 1090 | 100.0 |
December 1998 | Good | Good | Good | Good | 990 | 100.0 |
November 1996 | Fair | Good | Satisfactory | Good | 850 | 100.0 |
December 1994 | Fair | Good | Satisfactory | Good | 1100 | 100.0 |
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. | 1,634 | 1,429 | 205 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,970 | 19,921 | 210 | 210 | 629 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,005 | 15,001 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 15,004 | 0 | 15,004 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 8 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 131 | 131 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 151 | 141 | 10 | 0 | 0 |
Joints |
Open Joint | linear ft. | 49 | 29 | 20 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 98 | 0 | 98 | 0 | 0 |
Bearings |
Movable Bearing | each | 22 | 0 | 21 | 1 | 0 |
Steel Protective Coating | sq. ft. | 22 | 16 | 2 | 2 | 2 |
Fixed Bearing | each | 22 | 0 | 22 | 0 | 0 |
Steel Protective Coating | sq. ft. | 22 | 14 | 2 | 2 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 640 | 0 | 640 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,280 | 1,088 | 64 | 64 | 64 |