E 280 AVE over BRUSH CR
Map
Coordinates:
+40.46864, -93.8997940°28'07" N, 93°53'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E 280 AVE over BRUSH CR |
Structure number: | 18336 |
Old structure number: | 182R002 041 (from 1992 edition) |
Location: | S 1 T 65 N R 27 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.7 ft. [11.5 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
Year reconstructed: | 1986 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 35 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 57.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Satisfactory | Satisfactory | 35 | 57.3 |
January 2016 | Fair | Very Good | Satisfactory | Satisfactory | 35 | 57.3 |
February 2014 | Poor | Very Good | Satisfactory | Poor | 35 | 32.9 |
February 2012 | Fair | Very Good | Satisfactory | Satisfactory | 35 | 57.3 |
January 2010 | Fair | Satisfactory | Good | Good | 35 | 57.3 |
January 2008 | Good | Good | Good | Good | 35 | 57.3 |
January 2006 | Good | Good | Good | Good | 35 | 57.3 |
January 2004 | Good | Good | Good | Good | 35 | 57.3 |
February 2002 | Good | Good | Good | Good | 35 | 57.3 |
December 1999 | Good | Good | Good | Good | 35 | 57.3 |
February 1998 | Good | Good | Good | Good | 35 | 57.3 |
November 1989 | Good | Very Good | Excellent | Very Good | 100 | 49.3 |