2ND AVE over BIRDLAND DR
Map
Coordinates:
+41.61394, -93.6198541°36'50" N, 93°37'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 2ND AVE over BIRDLAND DR |
Structure number: | 000000000501160 |
Location: | 079243400 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 99.1 ft. [30.2 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Skew angle: | 6° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Year reconstructed: | 1985 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,600 [as of 2016] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 36.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Poor | Serious | Poor | Satisfactory | 18600 | 36.0 |
June 2015 | Poor | Poor | Fair | Satisfactory | 14400 | 58.6 |
June 2013 | Poor | Poor | Fair | Satisfactory | 14400 | 58.6 |
June 2011 | Poor | Poor | Fair | Satisfactory | 5800 | 62.1 |
June 2009 | Poor | Poor | Fair | Satisfactory | 5800 | 68.5 |
July 2007 | Fair | Fair | Fair | Satisfactory | 5800 | 70.9 |
July 2005 | Fair | Fair | Fair | Satisfactory | 5800 | 70.9 |
May 2003 | Fair | Fair | Satisfactory | Good | 17800 | 76.5 |
February 2001 | Fair | Satisfactory | Good | Good | 17800 | 77.6 |
August 1999 | Good | Good | Good | Good | 20300 | 78.0 |
February 1997 | Good | Good | Good | Very Good | 20300 | 78.0 |
March 1995 | Good | Good | Very Good | Very Good | 20300 | 77.1 |
March 1993 | Good | Very Good | Very Good | Very Good | 20300 | 77.1 |
March 1991 | Good | Very Good | Very Good | Very Good | 16700 | 78.1 |