LOCAL over CREEK
Map
Coordinates:
+40.79193, -94.8135940°47'31" N, 94°48'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over CREEK |
Structure number: | 000000000322801 |
Location: | 069340707 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 184.1 ft. [56.1 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2016] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 38.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Poor | Fair | 30 | 38.0 |
May 2016 | Poor | Fair | Poor | Fair | 30 | 38.0 |
May 2014 | Poor | Fair | Poor | Fair | 30 | 38.0 |
May 2012 | Fair | Fair | Fair | Fair | 30 | 49.2 |
May 2010 | Fair | Fair | Fair | Fair | 30 | 49.2 |
April 2008 | Fair | Satisfactory | Fair | Fair | 30 | 42.2 |
April 2006 | Fair | Satisfactory | Fair | Fair | 35 | 49.5 |
April 2004 | Fair | Satisfactory | Fair | Fair | 35 | 49.5 |
November 2001 | Fair | Satisfactory | Satisfactory | Fair | 35 | 49.5 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 51.2 |
October 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 51.2 |
August 1993 | Fair | Satisfactory | Satisfactory | Fair | 35 | 49.2 |
July 1991 | Fair | Good | Good | Fair | 35 | 47.3 |