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STATE STREET over KISHWAUKEE RIVER
Map
Coordinates:
+42.25915, -88.84301
42°15'33" N, 88°50'35" W
+42.25915, -88.84301
42°15'33" N, 88°50'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STATE STREET over KISHWAUKEE RIVER |
| Structure number: | 004001900000000 |
| Old structure number: | 000004001934887 (from 1992 edition) |
| Location: | DOWNTOWN BELVIDERE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 108.9 ft. [33.2 m] |
| Total length: | 221.1 ft. [67.4 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2001 |
| 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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,250 [as of 2013] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 79.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Very Good | Very Good | 10250 | 79.8 |
| June 2015 | Good | Very Good | Very Good | Very Good | 10250 | 79.8 |
| July 2013 | Good | Very Good | Very Good | Very Good | 10250 | 79.8 |
| February 2011 | Good | Very Good | Very Good | Very Good | 10300 | 82.4 |
| March 2009 | Good | Very Good | Very Good | Very Good | 10300 | 82.4 |
| January 2007 | Good | Very Good | Very Good | Very Good | 17800 | 82.0 |
| April 2005 | Good | Very Good | Very Good | Very Good | 17800 | 82.0 |
| July 2004 | Good | Excellent | Excellent | Excellent | 17800 | 82.0 |
| June 2002 | Good | Excellent | Excellent | Excellent | 18600 | 81.9 |
| October 2001 | Good | Very Good | Very Good | Very Good | 18600 | 81.9 |
© Copyright 2012-20, 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/1135654
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1135654