MO 76 E over IS 49
Map
Coordinates:
+36.64849, -94.4197736°38'55" N, 94°25'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 76 E over IS 49 |
Structure number: | 11797 |
Old structure number: | A5814 1 (from 1992 edition) |
Location: | S 8 T 22 N R 32 W |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 112.5 ft. [34.3 m] |
Total length: | 273.0 ft. [83.2 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 7° |
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 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,004 [as of 2017] |
Truck traffic: | 11% 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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 2004 | 100.0 |
October 2016 | Good | Good | Good | Good | 1665 | 100.0 |
October 2014 | Good | Good | Excellent | Very Good | 1625 | 100.0 |
November 2012 | Good | Good | Excellent | Very Good | 1525 | 100.0 |
January 2011 | Good | Very Good | Excellent | Excellent | 1623 | 100.0 |
January 2009 | Good | Very Good | Excellent | Excellent | 1659 | 100.0 |
January 2007 | Good | Very Good | Excellent | Excellent | 1943 | 100.0 |
October 2004 | Good | Very Good | Excellent | Excellent | 1667 | 100.0 |
November 2002 | Good | Excellent | Excellent | Excellent | 1606 | 100.0 |
January 2001 | Good | Excellent | Excellent | Excellent | 1614 | 100.0 |
December 1998 | Good | Excellent | Excellent | Excellent | 4025 | 97.6 |
June 1998 | Good | Excellent | Excellent | Excellent | 1176 | 100.0 |