Share: 
STETSON AVENUE over LOWER LEVEL STETSON
Map
Coordinates:
+41.88587, -87.62231
41°53'09" N, 87°37'20" W
+41.88587, -87.62231
41°53'09" N, 87°37'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STETSON AVENUE over LOWER LEVEL STETSON |
| Structure number: | 016613700000000 |
| Old structure number: | 000016613727231 (from 1992 edition) |
| Location: | 154E 150N TO 200N |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 61.0 ft. [18.6 m] |
| Total length: | 448.2 ft. [136.6 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1956 |
| 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: | 9 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2000] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Satisfactory | Good | Satisfactory | 25 | 97.0 |
| January 2017 | Fair | Satisfactory | Good | Satisfactory | 25 | 100.0 |
| January 2015 | Fair | Satisfactory | Good | Good | 25 | 100.0 |
| January 2013 | Fair | Satisfactory | Good | Good | 25 | 100.0 |
| January 2011 | Fair | Satisfactory | Good | Good | 29 | 100.0 |
| September 2008 | Fair | Satisfactory | Good | Good | 29 | 100.0 |
| September 2006 | Fair | Satisfactory | Good | Good | 29 | 100.0 |
| September 2004 | Fair | Satisfactory | Good | Good | 29 | 100.0 |
| September 2002 | Fair | Satisfactory | Good | Good | 29 | 100.0 |
| September 2000 | Fair | Satisfactory | Good | Good | 1 | 100.0 |
| August 1998 | Fair | Satisfactory | Good | Good | 1 | 100.0 |
| June 1996 | Fair | Satisfactory | Good | Good | 1 | 100.0 |
| July 1994 | Fair | Satisfactory | Good | Very Good | 1 | 100.0 |
| August 1992 | Good | Good | Good | Very Good | 1 | 100.0 |
| September 1990 | Good | Good | Good | Very Good | 1 | 99.0 |
© 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/1139964
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1139964