LOCAL 180TH AVE over SMALL STREAM
Map
Coordinates:
+42.37707, -91.4423642°22'37" N, 91°26'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL 180TH AVE over SMALL STREAM |
Structure number: | 000000000139760 |
Location: | 087050402 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2017] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2017 | Fair | 5 out of 10 | 100 | 82.8 |
April 2015 | Fair | 6 out of 10 | 100 | 93.8 |
April 2013 | Fair | 6 out of 10 | 100 | 93.8 |
April 2011 | Fair | 6 out of 10 | 100 | 93.8 |
May 2009 | Fair | 6 out of 10 | 100 | 93.6 |
June 2007 | Fair | 6 out of 10 | 100 | 93.9 |
April 2005 | Good | 9 out of 10 | 100 | 93.9 |
December 2002 | Good | 9 out of 10 | 100 | 93.9 |
March 2001 | - | N out of 10 | 100 | 93.9 |
November 1998 | Fair | 6 out of 10 | 70 | 93.9 |
February 1997 | Fair | 6 out of 10 | 70 | 94.9 |
October 1994 | Fair | 6 out of 10 | 70 | 94.9 |
December 1992 | Good | 7 out of 10 | 120 | 88.9 |
December 1990 | Good | 7 out of 10 | 120 | 94.9 |