CAMBRIDGE RD/FAS23 over FAI 80
Map
Coordinates:
+41.44047, -90.2311041°26'26" N, 90°13'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMBRIDGE RD/FAS23 over FAI 80 |
Structure number: | 037011000000000 |
Old structure number: | 000037011008510 (from 1992 edition) |
Location: | 4.0 MI W JCT ILL 82 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 224.7 ft. [68.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 2° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 700 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 58.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Fair | Good | 700 | 58.5 |
January 2016 | Fair | Satisfactory | Satisfactory | Good | 700 | 69.6 |
January 2014 | Fair | Satisfactory | Satisfactory | Good | 700 | 69.6 |
January 2012 | Fair | Satisfactory | Satisfactory | Good | 700 | 70.2 |
February 2010 | Fair | Satisfactory | Satisfactory | Good | 900 | 69.2 |
February 2008 | Fair | Satisfactory | Satisfactory | Good | 900 | 69.2 |
February 2006 | Fair | Satisfactory | Satisfactory | Good | 900 | 69.2 |
February 2004 | Fair | Satisfactory | Satisfactory | Good | 900 | 69.2 |
February 2002 | Fair | Satisfactory | Satisfactory | Good | 900 | 69.2 |
January 2000 | Fair | Fair | Satisfactory | Satisfactory | 900 | 68.2 |
2000 | Fair | Fair | Satisfactory | Satisfactory | 900 | 68.2 |
January 1998 | Fair | Fair | Satisfactory | Satisfactory | 900 | 68.2 |
January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 70.2 |
January 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 70.2 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 71.5 |