Share: 
TR 32(ARCHERY CLUB over MOSQUITO CREEK
Map
Coordinates:
+39.72364, -89.10298
39°43'25" N, 89°06'11" W
+39.72364, -89.10298
39°43'25" N, 89°06'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR 32(ARCHERY CLUB over MOSQUITO CREEK |
| Structure number: | 058309800000000 |
| Old structure number: | 000058309813849 (from 1992 edition) |
| Location: | 1.9 MI NE BLUE MOUND |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 70.2 ft. [21.4 m] |
| Total length: | 71.2 ft. [21.7 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1909 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2005] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | 49.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $160,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Poor | Satisfactory | Poor | Fair | 25 | 49.4 |
| February 2015 | Poor | Satisfactory | Poor | Fair | 25 | 49.4 |
| February 2013 | Poor | Satisfactory | Poor | Fair | 25 | 49.4 |
| February 2011 | Poor | Satisfactory | Poor | Satisfactory | 25 | 46.2 |
| January 2009 | Poor | Fair | Poor | Fair | 25 | 45.8 |
| August 2007 | Poor | Fair | Poor | Fair | 25 | 45.8 |
| January 2006 | Poor | Fair | Poor | Fair | 25 | 45.8 |
| January 2004 | Poor | Fair | Poor | Fair | 150 | 27.5 |
| February 2002 | Fair | Fair | Fair | Fair | 150 | 42.5 |
| February 2000 | Fair | Fair | Fair | Fair | 25 | 46.5 |
| August 1998 | Fair | Fair | Fair | Fair | 25 | 44.5 |
| July 1996 | Fair | Fair | Fair | Fair | 25 | 44.5 |
| December 1994 | Fair | Fair | Fair | Fair | 59 | 43.0 |
| December 1992 | Poor | Satisfactory | Fair | Poor | 59 | 29.0 |
| February 1991 | Poor | Satisfactory | Fair | Poor | 59 | 29.0 |
| April 1988 | Fair | Fair | Fair | Fair | 25 | 46.5 |
© 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/1151392
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1151392