Share: 
I-90WB TO NB STONY over GROUND
Map
Coordinates:
+41.75394, -87.58564
41°45'14" N, 87°35'08" W
+41.75394, -87.58564
41°45'14" N, 87°35'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| Name: | I-90WB TO NB STONY over GROUND |
| Structure number: | 016647700000000 |
| Old structure number: | 000016647706301 (from 1992 edition) |
| Location: | 0.06 M N 79TH P7C |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 59.4 ft. [18.1 m] |
| Total length: | 359.9 ft. [109.7 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1958 |
| Year reconstructed: | 1998 |
| 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: | 6 |
| 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: September 2015
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,000 [as of 2000] |
| Deck condition: | Good [7 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] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.8 tons [44.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 79.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $816,000 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| September 2015 | 79.3 | Fair | Good | Satisfactory | Fair | FO | 4000 |
| September 2013 | 79.3 | Fair | Good | Satisfactory | Fair | FO | 4000 |
| September 2011 | 83.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| September 2010 | 83.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| September 2008 | 83.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| November 2007 | 83.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| November 2005 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| October 2004 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| October 2003 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| October 2001 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| October 2000 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| September 1999 | 86.3 | Fair | Very Good | Satisfactory | Fair | - | 4009 |
| September 1997 | 69.1 | Poor | Fair | Poor | Fair | SD | 4009 |
| June 1995 | 70.0 | Poor | Fair | Poor | Fair | SD | - |
| July 1994 | 70.0 | Poor | Fair | Poor | Fair | SD | - |
| November 1993 | 70.0 | Poor | Fair | Poor | Fair | SD | - |
| May 1992 | 70.0 | Poor | Fair | Poor | Fair | SD | - |
| October 1990 | 84.0 | Poor | Poor | Fair | Satisfactory | SD | - |
© Copyright 2012-18, 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/1140111
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1140111