IS 49 S over MO 59
Map
Coordinates:
+36.72190, -94.4191436°43'19" N, 94°25'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 49 S over MO 59 |
Structure number: | 11786 |
Old structure number: | A5561 2 (from 1992 edition) |
Location: | S 18 T 23 N R 32 W |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 93.5 ft. [28.5 m] |
Total length: | 266.1 ft. [81.1 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: | 4 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,481 [as of 2017] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 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] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Good | 8481 | 95.6 |
October 2016 | Fair | Satisfactory | Good | Good | 7656 | 95.6 |
October 2014 | Good | Good | Very Good | Very Good | 6900 | 95.7 |
November 2012 | Good | Good | Excellent | Very Good | 6930 | 96.7 |
January 2011 | Good | Good | Excellent | Excellent | 6807 | 97.7 |
January 2009 | Good | Good | Excellent | Excellent | 6360 | 97.7 |
January 2007 | Good | Good | Excellent | Excellent | 6310 | 97.7 |
October 2004 | Good | Good | Excellent | Excellent | 6574 | 99.7 |
November 2002 | Good | Excellent | Excellent | Excellent | 6485 | 97.7 |
November 2000 | Good | Excellent | Excellent | Excellent | 6487 | 95.7 |
December 1998 | Good | Excellent | Excellent | Excellent | 4025 | 97.6 |
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. | 1,304 | 1,302 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,666 | 0 | 10,666 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 3 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 178 | 154 | 24 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 147 | 147 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 532 | 0 | 532 | 0 | 0 |