270TH ST over CROOKED CR
Map
Coordinates:
+41.69848, -91.1105841°41'55" N, 91°06'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 270TH ST over CROOKED CR |
Structure number: | 000000000102880 |
Location: | 080023203 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Year reconstructed: | 1960 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2018] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 30.0 |
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 |
---|
May 2018 | Poor | Serious | Poor | Serious | 20 | 30.0 |
May 2017 | Poor | Serious | Poor | Serious | 20 | 30.0 |
May 2016 | Poor | Serious | Poor | Serious | 20 | 30.0 |
May 2014 | Poor | Fair | Poor | Poor | 20 | 42.0 |
May 2012 | Fair | Satisfactory | Fair | Fair | 20 | 50.0 |
May 2010 | Fair | Satisfactory | Fair | Fair | 20 | 49.6 |
April 2008 | Fair | Satisfactory | Fair | Fair | 20 | 49.6 |
June 2006 | Fair | Satisfactory | Fair | Fair | 20 | 49.8 |
April 2004 | Fair | Satisfactory | Fair | Fair | 20 | 49.8 |
June 2002 | Fair | Satisfactory | Fair | Satisfactory | 40 | 49.7 |
April 2000 | Fair | Satisfactory | Fair | Satisfactory | 40 | 49.7 |
June 1998 | Fair | Satisfactory | Fair | Satisfactory | 40 | 49.7 |
July 1996 | Fair | Satisfactory | Fair | Satisfactory | 40 | 49.7 |
April 1994 | Fair | Good | Fair | Good | 40 | 57.8 |
June 1992 | Fair | Good | Fair | Good | 40 | 57.8 |
July 1990 | Poor | Good | Serious | Good | 40 | 49.0 |