Black Nursery Road over Illinois River - Wash.
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Black Nursery Road over Illinois River - Wash. |
Structure number: | 000000000017390 |
Location: | 0.73 MI N JCT US 62 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1923 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 48.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $78,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Fair | 26 | 48.7 |
November 2016 | Fair | Fair | Fair | Fair | 26 | 48.7 |
November 2014 | Fair | Fair | Fair | Fair | 26 | 48.7 |
November 2012 | Fair | Fair | Fair | Fair | 26 | 48.7 |
October 2010 | Fair | Fair | Fair | Fair | 26 | 48.7 |
October 2008 | Fair | Fair | Fair | Fair | 26 | 48.7 |
October 2006 | Fair | Fair | Fair | Fair | 26 | 48.7 |
November 2004 | Fair | Fair | Fair | Fair | 26 | 48.7 |
December 2003 | Fair | Fair | Fair | Fair | 26 | 48.5 |
November 2002 | Fair | Fair | Fair | Fair | 26 | 48.5 |
November 2001 | Poor | Fair | Fair | Poor | 26 | 32.5 |
December 2000 | Poor | Fair | Fair | Poor | 26 | 32.5 |
February 2000 | Poor | Fair | Fair | Poor | 26 | 32.5 |
February 1999 | Poor | Fair | Fair | Poor | 26 | 32.5 |
February 1998 | Poor | Fair | Fair | Poor | 26 | 32.5 |
February 1996 | Poor | Poor | Fair | Poor | 26 | 30.5 |
March 1994 | Poor | Poor | Fair | Poor | 26 | 30.5 |
March 1993 | Poor | Poor | Fair | Poor | 26 | 39.9 |
April 1992 | Poor | Poor | Fair | Poor | 26 | 41.9 |
March 1991 | Poor | Poor | Fair | Poor | 26 | 41.8 |