FAI 57 NB EXIT 30 over ILL 146
Map
Coordinates:
+37.44850, -89.1437837°26'55" N, 89°08'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAI 57 NB EXIT 30 over ILL 146 |
Structure number: | 091001100000000 |
Old structure number: | 000091001119944 (from 1992 edition) |
Location: | OVER ILL 146 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,550 [as of 2018] |
Truck traffic: | 55% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Excellent | Excellent | Very Good | 6550 | 91.3 |
August 2016 | Poor | Poor | Fair | Satisfactory | 6450 | 76.2 |
January 2015 | Poor | Poor | Fair | Satisfactory | 5750 | 82.4 |
February 2013 | Poor | Poor | Fair | Satisfactory | 23600 | 69.2 |
July 2011 | Poor | Poor | Fair | Satisfactory | 6200 | 82.7 |
August 2009 | Fair | Fair | Fair | Satisfactory | 5800 | 84.7 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 5900 | 95.7 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 96.8 |
November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 4350 | 96.8 |
February 2002 | Fair | Satisfactory | Satisfactory | Good | 4950 | 96.8 |
September 2000 | Fair | Fair | Fair | Good | 4950 | 84.7 |
July 1999 | Poor | Poor | Fair | Good | 4550 | 82.7 |
March 1997 | Poor | Poor | Fair | Good | 4750 | 82.7 |
January 1995 | Fair | Satisfactory | Fair | Good | 4450 | 85.6 |
January 1993 | Fair | Satisfactory | Fair | Good | 4050 | 85.6 |
February 1991 | Fair | Satisfactory | Fair | Good | 4050 | 85.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 822 | 822 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,086 | 6,086 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 85 | 85 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 175 | 175 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 270 | 270 | 0 | 0 | 0 |