I090 W over SOUTH DAKOTA OWNED RR
Map
Coordinates:
+43.88675, -100.8364443°53'12" N, 100°50'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I090 W over SOUTH DAKOTA OWNED RR |
Structure number: | 000000038114195 |
Location: | 2.6 E OKATON INTERCH |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 147.3 ft. [44.9 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 16° |
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+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,980 [as of 2016] |
Truck traffic: | 25% of total traffic |
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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 2980 | 97.9 |
January 2015 | Good | Good | Good | Good | 2800 | 97.9 |
January 2013 | Good | Good | Good | Good | 3075 | 97.9 |
February 2011 | Good | Good | Good | Good | 3100 | 97.9 |
January 2009 | Fair | Satisfactory | Good | Good | 3015 | 97.9 |
December 2006 | Fair | Satisfactory | Good | Good | 2850 | 97.7 |
November 2004 | Fair | Satisfactory | Good | Good | 2960 | 97.7 |
October 2002 | Good | Good | Good | Good | 3075 | 97.7 |
July 2000 | Good | Good | Good | Good | 3040 | 97.7 |
July 1998 | Good | Good | Good | Good | 2885 | 97.7 |
July 1996 | Fair | Satisfactory | Good | Good | 2480 | 97.8 |
December 1994 | Fair | Satisfactory | Good | Good | 2230 | 97.8 |
January 1993 | Fair | Satisfactory | Good | Good | 2465 | 97.8 |
March 1991 | Good | Very Good | Very Good | Very Good | 1945 | 97.9 |
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. | 883 | 879 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,985 | 5,792 | 193 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,592 | 3,596 | 112 | 1,884 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 106 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 85 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 0 | 80 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 294 | 228 | 66 | 0 | 0 |