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MILWAUKEE AVE over OHIO FEEDER JFK XWAY
Map
Coordinates:
+41.89000, -87.65000
41°53'24" N, 87°39'00" W
+41.89000, -87.65000
41°53'24" N, 87°39'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MILWAUKEE AVE over OHIO FEEDER JFK XWAY |
| Structure number: | 016109400000000 |
| Old structure number: | 000016109426354 (from 1992 edition) |
| Location: | 0.1 M E I-94 |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 301.9 ft. [92.0 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 73.5 ft. [22.4 m] |
| Skew angle: | 56° |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Year reconstructed: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,750 [as of 2014] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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: | 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: | 72.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,196,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Satisfactory | Fair | Fair | 8750 | 72.0 |
| July 2015 | Fair | Good | Good | Satisfactory | 8750 | 83.0 |
| August 2013 | Fair | Good | Good | Satisfactory | 8750 | 83.0 |
| May 2010 | Good | Good | Good | Good | 19800 | 81.0 |
| January 2009 | Good | Good | Good | Good | 19800 | 81.0 |
| December 2006 | Good | Good | Good | Good | 19800 | 81.0 |
| January 2005 | Good | Good | Good | Good | 48554 | 81.0 |
| April 2003 | Good | Very Good | Good | Good | 48554 | 81.0 |
| April 2001 | Good | Very Good | Good | Good | 48554 | 81.0 |
| April 1999 | Good | Excellent | Good | Good | 17504 | 81.0 |
| October 1998 | Good | Excellent | Good | Good | 17504 | 81.0 |
| November 1996 | Poor | Poor | Fair | Fair | 38050 | 67.0 |
| November 1994 | Poor | Poor | Fair | Fair | - | 80.0 |
| December 1993 | Poor | Poor | Fair | Fair | - | 80.0 |
| December 1992 | Poor | Poor | Satisfactory | Satisfactory | - | 91.0 |
| December 1991 | Poor | Poor | Satisfactory | Satisfactory | - | 91.0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1139281
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1139281