Share: 
ILL 106 over BAY CREEK
Map
Coordinates:
+39.60840, -90.75908
39°36'30" N, 90°45'33" W
+39.60840, -90.75908
39°36'30" N, 90°45'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ILL 106 over BAY CREEK |
| Structure number: | 075001100000000 |
| Old structure number: | 000075001116943 (from 1992 edition) |
| Location: | 1.4 MI E PITTSFIELD |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 148.6 ft. [45.3 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1948 |
| Year reconstructed: | 1999 |
| 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: | 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 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,050 [as of 2015] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $879,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2015 | Good | Good | Good | Good | 2050 | 94.8 |
| July 2011 | Good | Very Good | Good | Good | 1950 | 96.0 |
| July 2007 | Good | Very Good | Good | Good | 2200 | 94.6 |
| July 2003 | Good | Very Good | Very Good | Good | 2150 | 94.7 |
| July 1999 | Good | Excellent | Good | Good | 3450 | 80.4 |
| January 1998 | Fair | Fair | Good | Satisfactory | 2450 | 78.3 |
| February 1996 | Fair | Fair | Good | Satisfactory | 2250 | 76.5 |
| February 1994 | Fair | Fair | Good | Satisfactory | 2200 | 76.5 |
| February 1992 | Fair | Fair | Good | Satisfactory | 2200 | 76.5 |
© 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/1155279
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1155279