KELLER DR over CRAWFORD AVE
Map
Coordinates:
+41.75337, -87.7220041°45'12" N, 87°43'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KELLER DR over CRAWFORD AVE |
Structure number: | 016075000000000 |
Old structure number: | 000016075022211 (from 1992 edition) |
Location: | 1 M E CICERO |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Owner: | Private (other than railroad) [26] |
Year built: | 1944 |
Year reconstructed: | 1986 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 850 [as of 2006] |
Truck traffic: | 12% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 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 replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 55.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $927,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | - | Poor | Satisfactory | 850 | 55.0 |
June 2016 | Poor | - | Poor | Satisfactory | 850 | 55.0 |
May 2012 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
July 2011 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
August 2010 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
August 2009 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
August 2008 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
October 2007 | Poor | Poor | Poor | Satisfactory | 850 | 52.0 |
November 2005 | Fair | Satisfactory | Satisfactory | Good | 5009 | 72.0 |
February 2004 | Fair | Satisfactory | Satisfactory | Good | 5009 | 76.0 |
October 2002 | Fair | Satisfactory | Satisfactory | Good | 5009 | 76.0 |
February 2001 | Fair | Satisfactory | Satisfactory | Good | 5009 | 76.0 |
June 1999 | Fair | Satisfactory | Satisfactory | Good | 5009 | 76.0 |
August 1997 | Fair | Satisfactory | Satisfactory | Good | 5009 | 76.0 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | - | 91.0 |
August 1994 | Fair | Good | Satisfactory | Good | - | 89.0 |
December 1993 | Fair | Very Good | Satisfactory | Good | - | 89.0 |
May 1992 | Fair | Good | Satisfactory | Good | - | 89.0 |
April 1991 | Good | Very Good | Good | Good | - | 90.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 623 | 173 | 90 | 180 | 180 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 104 | 80 | 17 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 100 | 90 | 0 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 180 | 0 | 0 | 40 | 140 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,565 | 264 | 150 | 4,150 | 1 |