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MS 1160 over DRAINAGE DITCH
Map
Coordinates:
+40.33000, -91.44000
40°19'48" N, 91°26'24" W
+40.33000, -91.44000
40°19'48" N, 91°26'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MS 1160 over DRAINAGE DITCH |
| Structure number: | 034600900000000 |
| Old structure number: | 000034600932728 (from 1992 edition) |
| Location: | WARSAW |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 39.7 ft. [12.1 m] |
| Total length: | 57.4 ft. [17.5 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 11.2 ft. [3.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1920 |
| 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] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 75 [as of 1999] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 18.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Poor | Poor | Poor | Poor | 75 | 18.8 |
| April 2015 | Poor | Poor | Poor | Poor | 75 | 18.8 |
| April 2013 | Poor | Fair | Poor | Poor | 75 | 20.9 |
| April 2011 | Poor | Fair | Fair | Poor | 75 | 20.9 |
| April 2009 | Fair | Satisfactory | Fair | Fair | 75 | 21.7 |
| February 2007 | Poor | Satisfactory | Fair | Poor | 75 | 17.7 |
| February 2005 | Poor | Satisfactory | Fair | Poor | 75 | 17.7 |
| February 2003 | Poor | Satisfactory | Fair | Poor | 75 | 17.7 |
| January 2001 | Fair | Satisfactory | Fair | Fair | 75 | 21.7 |
| March 1999 | Poor | Poor | Fair | Fair | 75 | 20.7 |
© 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/1144689
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1144689