LOCAL RD over MIDDLE RIVER
Map
Coordinates:
+41.32417, -94.2326241°19'27" N, 94°13'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD over MIDDLE RIVER |
Structure number: | 000000000233350 |
Location: | 075290606 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
Vertical clearance above deck: | 12.8 ft. [3.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1948 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2016] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 29.3 |
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 |
---|
August 2017 | Fair | Fair | Fair | Fair | 30 | 29.3 |
February 2016 | Fair | Fair | Fair | Fair | 30 | 30.3 |
August 2013 | Fair | Fair | Fair | Fair | 30 | 30.3 |
July 2011 | Fair | Fair | Fair | Fair | 30 | 30.3 |
February 2009 | Fair | Fair | Fair | Fair | 30 | 30.3 |
March 2006 | Fair | Satisfactory | Satisfactory | Fair | 50 | 41.4 |
February 2005 | Poor | Poor | Satisfactory | Fair | 50 | 38.4 |
August 2003 | Fair | Fair | Satisfactory | Fair | 50 | 40.4 |
October 2001 | Fair | Fair | Satisfactory | Fair | 50 | 40.4 |
August 1999 | Fair | Fair | Satisfactory | Fair | 60 | 40.4 |
July 1997 | Fair | Fair | Satisfactory | Fair | 60 | 40.4 |
March 1995 | Fair | Fair | Satisfactory | Satisfactory | 60 | 42.5 |
March 1993 | Fair | Fair | Satisfactory | Satisfactory | 60 | 47.3 |
February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 55 | 48.3 |