COUNTY HIGHWAY over CALAMUS RIVER
Map
Coordinates:
+42.02833, -99.4750042°01'42" N, 99°28'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over CALAMUS RIVER |
Structure number: | C005802105P |
Location: | 5W 18.5N OF TAYLOR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2003] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Serious [3 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 32.9 |
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 |
---|
October 2018 | Poor | Fair | Fair | Serious | 15 | 32.9 |
October 2016 | Poor | Fair | Fair | Poor | 15 | 33.0 |
October 2014 | Poor | Fair | Fair | Poor | 15 | 33.0 |
December 2012 | Poor | Fair | Fair | Poor | 15 | 33.0 |
December 2010 | Poor | Fair | Fair | Poor | 15 | 33.0 |
September 2008 | Poor | Fair | Fair | Poor | 15 | 33.0 |
January 2007 | Poor | Fair | Satisfactory | Poor | 15 | 35.0 |
December 2004 | Poor | Fair | Satisfactory | Poor | 15 | 35.0 |
December 2002 | Poor | Good | Satisfactory | Poor | 15 | 36.0 |
January 2001 | Poor | Good | Satisfactory | Poor | 15 | 36.0 |
December 1998 | Poor | Good | Good | Poor | 15 | 36.0 |
December 1996 | Fair | Good | Good | Fair | 15 | 47.4 |
October 1994 | Fair | Good | Good | Satisfactory | 15 | 57.4 |
November 1992 | Fair | Good | Good | Satisfactory | 15 | 57.4 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 47.8 |