FAP-877 (ILL-141) over WABASH RIVER
Map
Coordinates:
+37.94378, -88.0401337°56'38" N, 88°02'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP-877 (ILL-141) over WABASH RIVER |
Structure number: | 097990000000000 |
Old structure number: | 000097990021276 (from 1992 edition) |
Location: | 4.5 MI NE NEW HAVEN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 426.9 ft. [130.1 m] |
Total length: | 2399.7 ft. [731.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Owner: | Private (other than railroad) [26] |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2079
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 1991] |
Truck traffic: | 12% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Scour calculation/evaluation has not been made. [6] |
Sufficiency rating: | 57.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $10,455,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2079 | Fair | Fair | Good | Good | 2800 | 57.6 |
October 2018 | Fair | Good | Fair | Satisfactory | 4600 | 46.6 |
October 2010 | Good | Good | Good | Good | 3550 | 60.6 |
September 2009 | Fair | Satisfactory | Good | Good | 3350 | 60.6 |
September 2006 | Fair | Satisfactory | Good | Good | 4150 | 60.6 |
November 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 3450 | 60.6 |
March 1992 | Fair | Good | Satisfactory | Satisfactory | 2900 | 60.6 |