ROOSEVELT RD over I- 90,94 DAN RYAN
Map
Coordinates:
+41.86718, -87.6444941°52'02" N, 87°38'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROOSEVELT RD over I- 90,94 DAN RYAN |
Structure number: | 016047800000000 |
Old structure number: | 000016047804165 (from 1992 edition) |
Location: | 0.6 M S I-290 |
Purpose: | Carries highway overpass over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 81.7 ft. [24.9 m] |
Total length: | 191.0 ft. [58.2 m] |
Roadway width between curbs: | 66.9 ft. [20.4 m] |
Deck width edge-to-edge: | 86.9 ft. [26.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 1986 |
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: | 2 |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,400 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 62.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,839,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Fair | 21400 | 62.8 |
June 2015 | Good | Good | Good | Good | 21400 | 74.3 |
June 2013 | Good | Good | Good | Good | 21400 | 74.3 |
June 2011 | Good | Good | Good | Good | 32400 | 77.0 |
August 2009 | Good | Good | Good | Good | 31400 | 77.1 |
August 2007 | Good | Good | Good | Good | 31400 | 77.1 |
December 2006 | Poor | Good | Poor | Good | 31400 | 48.6 |
February 2006 | Poor | Good | Poor | Good | 29400 | 48.8 |
February 2005 | Poor | Good | Poor | Very Good | 29400 | 48.8 |
November 2001 | Good | Good | Good | Very Good | 26300 | 77.4 |
June 1999 | Good | Good | Good | Very Good | 26300 | 77.4 |
July 1996 | Good | Good | Good | Very Good | 12500 | 80.2 |
August 1994 | Good | Very Good | Very Good | Very Good | 12500 | 95.0 |
November 1993 | Good | Very Good | Very Good | Very Good | 12000 | 95.1 |
August 1992 | Good | Very Good | Very Good | Very Good | 12000 | 95.1 |
March 1991 | Good | Very Good | Very Good | Very Good | 12000 | 95.1 |
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 |
Steel Girder/Beam | linear ft. | 1,146 | 465 | 681 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,841 | 16,605 | 236 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 86 | 85 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 174 | 174 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 260 | 180 | 30 | 50 | 0 |
Joints |
Strip Seal Joint | linear ft. | 180 | 0 | 180 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 0 | 24 | 0 | 0 |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 460 | 0 | 454 | 0 | 6 |