BEAUBIEN over LOWER LEVEL BEAUBIEN
Map
Coordinates:
+41.88516, -87.6239141°53'07" N, 87°37'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | BEAUBIEN over LOWER LEVEL BEAUBIEN |
Structure number: | 016613500000000 |
Old structure number: | 000016613527233 (from 1992 edition) |
Location: | 120E & 150N to 186N |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 41.3 ft. [12.6 m] |
Total length: | 378.0 ft. [115.2 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 10 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,900 [as of 2014] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 65.9 tons [59.9 metric tons] |
Inventory rating: | 39.6 tons [36.0 metric tons] |
Sufficiency rating: | 69.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,994,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 69.0 | Fair | Fair | Fair | Good | FO | 5900 |
June 2014 | 80.0 | Fair | Fair | Satisfactory | Good | FO | 5900 |
June 2012 | 60.0 | Fair | Fair | Satisfactory | Good | FO | 8700 |
July 2010 | 76.0 | Fair | Fair | Satisfactory | Good | FO | 8700 |
November 2007 | 76.0 | Fair | Fair | Satisfactory | Good | FO | 14500 |
November 2005 | 76.0 | Fair | Fair | Satisfactory | Good | FO | 14500 |
November 2003 | 76.0 | Fair | Fair | Satisfactory | Good | FO | 14500 |
September 2001 | 49.0 | Poor | Fair | Poor | Good | SD | 13009 |
September 1999 | 49.0 | Poor | Fair | Poor | Good | SD | 13000 |
September 1997 | 49.0 | Poor | Fair | Poor | Good | SD | 13000 |
September 1995 | 49.0 | Poor | Fair | Poor | Good | SD | 13000 |
July 1994 | 49.0 | Poor | Fair | Poor | Good | SD | 13000 |
August 1992 | 66.0 | Fair | Satisfactory | Fair | Good | FO | 8300 |
October 1991 | 92.0 | Fair | Good | Satisfactory | Good | FO | 1 |