ILL 3 over DRAINAGE DITCH
Map
Coordinates:
+37.13166, -89.2839037°07'54" N, 89°17'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ILL 3 over DRAINAGE DITCH |
Structure number: | 002001200000000 |
Old structure number: | 000002001200894 (from 1992 edition) |
Location: | 0.5 MI.W. ILL 127 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 50.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $783,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Satisfactory | Poor | Good | 2700 | 50.4 |
January 2017 | Poor | Satisfactory | Poor | Good | 2800 | 50.3 |
January 2015 | Fair | Satisfactory | Good | Good | 2400 | 79.1 |
February 2013 | Fair | Satisfactory | Good | Good | 2600 | 61.0 |
February 2011 | Fair | Satisfactory | Good | Good | 2600 | 79.0 |
February 2009 | Fair | Satisfactory | Good | Good | 2600 | 77.0 |
February 2007 | Good | Good | Good | Good | 2900 | 76.7 |
March 2005 | Good | Good | Good | Good | 2900 | 76.7 |
May 2003 | Good | Good | Good | Good | 2900 | 76.7 |
February 2002 | Good | Good | Good | Good | 2950 | 76.7 |
October 2000 | Good | Good | Good | Good | 3250 | 76.4 |
2000 | Good | Good | Good | Good | 3300 | 76.4 |
January 1998 | Good | Good | Good | Good | 3150 | 76.5 |
February 1996 | Good | Good | Good | Good | 3150 | 74.6 |
March 1995 | Good | Good | Good | Good | 3100 | 74.6 |
February 1993 | Good | Good | Good | Good | 2900 | 75.8 |
February 1991 | Good | Good | Good | Good | 2900 | 75.8 |