Share: 
TR-113 BRACEVILLE over W. FORK MAZON RIVER
Map
Coordinates:
+41.22777, -88.37404
41°13'40" N, 88°22'27" W
+41.22777, -88.37404
41°13'40" N, 88°22'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR-113 BRACEVILLE over W. FORK MAZON RIVER |
| Structure number: | 032501500000000 |
| Old structure number: | 000032501507662 (from 1992 edition) |
| Location: | .19 MI W TYNAN RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1910 |
| Year reconstructed: | 1974 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: October 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 125 [as of 2015] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 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] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 52.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Poor | Poor | Good | Fair | 125 | 52.4 |
| October 2016 | Fair | Satisfactory | Good | Satisfactory | 125 | 65.4 |
| October 2014 | Fair | Satisfactory | Good | Satisfactory | 175 | 65.4 |
| October 2012 | Poor | Good | Good | Serious | 175 | 39.3 |
| October 2010 | Fair | Good | Good | Satisfactory | 175 | 83.4 |
| October 2008 | Fair | Good | Good | Satisfactory | 175 | 83.4 |
| September 2006 | Fair | Good | Good | Satisfactory | 175 | 83.4 |
| November 2002 | Good | Good | Good | Good | 100 | 98.0 |
| December 1998 | Good | Good | Good | Good | 79 | 98.0 |
| October 1994 | Good | Good | Good | Good | 79 | 98.0 |
| December 1992 | Good | Good | Good | Good | 79 | 98.0 |
| August 1990 | Good | Very Good | Good | Good | 79 | 98.0 |
© 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/1144142
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1144142