LOCAL over BIG CEDAR CR D D 181
Map
Coordinates:
+42.49648, -94.8748242°29'47" N, 94°52'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over BIG CEDAR CR D D 181 |
Structure number: | 000000000092850 |
Location: | 089342802 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 233.9 ft. [71.3 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 38° |
Owner: | County Highway Agency [02] |
Year built: | 1921 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for other load-capacity restriction [R] |
Average daily traffic: | 20 [as of 2011] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 46.7 |
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 |
---|
June 2018 | Fair | Satisfactory | Fair | Satisfactory | 20 | 46.7 |
June 2016 | Fair | Satisfactory | Fair | Satisfactory | 20 | 46.7 |
June 2014 | Fair | Satisfactory | Fair | Satisfactory | 20 | 46.7 |
July 2012 | Fair | Fair | Fair | Fair | 20 | 45.7 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 56.7 |
July 2009 | Good | Good | Good | Good | 20 | 52.1 |
July 2008 | Good | Good | Good | Very Good | 20 | 52.1 |
July 2007 | Good | Good | Good | Very Good | 20 | 52.3 |
August 2005 | Good | Good | Good | Very Good | 20 | 52.3 |
August 2003 | Good | Very Good | Good | Very Good | 20 | 52.3 |
July 2001 | Good | Very Good | Good | Very Good | 35 | 52.3 |
August 1999 | Good | Very Good | Good | Very Good | 35 | 52.3 |
July 1997 | Good | Very Good | Good | Very Good | 35 | 52.3 |
May 1995 | Good | Very Good | Good | Very Good | 35 | 57.3 |
May 1993 | Good | Very Good | Good | Very Good | 35 | 52.3 |
July 1991 | Good | Very Good | Good | Very Good | 35 | 52.3 |