150TH ST over BR ROCK CR
Map
Coordinates:
+41.87390, -91.1599741°52'26" N, 91°09'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 150TH ST over BR ROCK CR |
Structure number: | 000000000104920 |
Location: | 082033503 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
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: | Gravel [8] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2018] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 31.3 |
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 | Poor | Poor | Fair | 15 | 31.3 |
May 2016 | Poor | Poor | Poor | Fair | 30 | 31.3 |
May 2014 | Poor | Poor | Poor | Fair | 30 | 31.3 |
April 2012 | Poor | Poor | Poor | Fair | 30 | 31.3 |
May 2010 | Poor | Poor | Poor | Fair | 30 | 30.1 |
May 2008 | Poor | Poor | Poor | Fair | 30 | 30.1 |
June 2006 | Poor | Poor | Poor | Fair | 30 | 30.3 |
April 2004 | Poor | Poor | Poor | Fair | 30 | 30.3 |
July 2002 | Poor | Poor | Poor | Fair | 30 | 30.3 |
April 2000 | Poor | Poor | Poor | Fair | 30 | 30.3 |
July 1998 | Poor | Poor | Poor | Fair | 30 | 30.1 |
July 1996 | Poor | Poor | Poor | Fair | 30 | 30.1 |
April 1994 | Poor | Poor | Poor | Fair | 30 | 36.9 |
June 1992 | Poor | Poor | Poor | Poor | 30 | 28.5 |
June 1990 | Poor | Satisfactory | Poor | Poor | 30 | 33.5 |