GALENA BLVD over FOX RIVER, W CHANNEL
Map
Coordinates:
+41.75000, -88.3100041°45'00" N, 88°18'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GALENA BLVD over FOX RIVER, W CHANNEL |
Structure number: | 045005600000000 |
Old structure number: | 000045005610319 (from 1992 edition) |
Location: | STOLP ISLAND |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 82.4 ft. [25.1 m] |
Total length: | 169.6 ft. [51.7 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
Skew angle: | 6° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1926 |
Year reconstructed: | 1996 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,425 [as of 2018] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | - | Good | Good | 5425 | 87.9 |
May 2016 | Good | - | Good | Good | 4250 | 92.5 |
May 2014 | Good | - | Good | Good | 4250 | 89.5 |
April 2012 | Good | - | Good | Good | 22800 | 91.5 |
April 2010 | Good | Very Good | Good | Good | 11400 | 74.8 |
May 2008 | Good | Very Good | Good | Very Good | 12300 | 74.7 |
August 2006 | Good | Very Good | Very Good | Very Good | 12300 | 74.7 |
July 2004 | Good | Very Good | Very Good | Very Good | 15500 | 74.5 |
August 2002 | Good | Very Good | Very Good | Very Good | 15500 | 74.5 |
June 2000 | Good | Excellent | Very Good | Very Good | 15700 | 74.5 |
April 1998 | Good | Excellent | Very Good | Very Good | 15700 | 74.5 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 17800 | 73.5 |
May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 17800 | 73.5 |
April 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 15900 | 73.5 |
June 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 15900 | 73.5 |