LOCAL - 700TH over TRIB TROUBLESOME CREEK
Map
Coordinates:
+41.47244, -94.8539741°28'21" N, 94°51'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL - 700TH over TRIB TROUBLESOME CREEK |
Structure number: | 000000000100721 |
Location: | 077351402 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
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: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2012] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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: | 29.0 |
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 |
---|
March 2018 | Poor | Serious | Poor | Satisfactory | 10 | 29.0 |
April 2016 | Poor | Serious | Poor | Satisfactory | 10 | 32.1 |
March 2014 | Poor | Fair | Poor | Satisfactory | 10 | 36.1 |
May 2012 | Poor | Fair | Poor | Satisfactory | 10 | 41.6 |
March 2010 | Poor | Fair | Poor | Good | 10 | 41.2 |
March 2008 | Poor | Fair | Poor | Good | 10 | 41.2 |
March 2006 | Fair | Fair | Fair | Good | 10 | 47.1 |
February 2004 | Good | Good | Good | Good | 15 | 56.1 |
November 2001 | Good | Good | Good | Good | 15 | 56.1 |
October 1999 | Good | Good | Good | Good | 15 | 56.1 |
November 1997 | Good | Good | Good | Good | 15 | 56.1 |
October 1995 | Good | Good | Good | Good | 20 | 61.1 |
September 1993 | Good | Very Good | Good | Good | 20 | 56.1 |
October 1991 | Good | Very Good | Good | Good | 20 | 56.1 |