MILITIA RD over OLD TOWN BR
Map
Coordinates:
+37.86473, -94.3250937°51'53" N, 94°19'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILITIA RD over OLD TOWN BR |
Structure number: | 22088 |
Old structure number: | 340R001 108 (from 1992 edition) |
Location: | S 26 T 36 N R 31 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span 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: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Good | Satisfactory | 60 | 78.2 |
February 2016 | Fair | Good | Good | Satisfactory | 60 | 78.2 |
March 2014 | Fair | Good | Good | Satisfactory | 60 | 78.2 |
March 2012 | Fair | Very Good | Good | Satisfactory | 60 | 78.2 |
February 2010 | Fair | Very Good | Good | Satisfactory | 60 | 78.2 |
June 2008 | Fair | Very Good | Good | Satisfactory | 60 | 78.2 |
March 2006 | Fair | Very Good | Good | Satisfactory | 50 | 78.2 |
March 2004 | Fair | Very Good | Good | Satisfactory | 50 | 78.2 |
January 2002 | Fair | Very Good | Good | Satisfactory | 50 | 78.2 |
February 2000 | Fair | Excellent | Good | Satisfactory | 50 | 78.2 |
July 1998 | Fair | Excellent | Good | Satisfactory | 50 | 75.5 |
December 1990 | Good | Good | Very Good | Good | 50 | 50.3 |