LOCAL RD. 1002 over STREAM
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+37.06506, -95.6074137°03'54" N, 95°36'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD. 1002 over STREAM |
Structure number: | 000631007707040 |
Location: | 1.3N 1.2W INT US169-US166 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.6 ft. [21.2 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2011
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2010] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 24.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $550,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2011 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
October 2010 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
October 2009 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
December 2007 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
July 2005 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
November 2003 | Poor | Satisfactory | Poor | Satisfactory | 50 | 24.5 |
November 2001 | Fair | Satisfactory | Fair | Satisfactory | 50 | 30.5 |
December 1999 | Fair | Satisfactory | Fair | Satisfactory | 50 | 30.8 |
October 1997 | Fair | Satisfactory | Satisfactory | Good | 50 | 40.8 |
November 1995 | Fair | Satisfactory | Satisfactory | Good | 50 | 40.5 |
October 1993 | Good | Very Good | Good | Good | 50 | 40.5 |
December 1991 | Good | Very Good | Good | Good | 50 | 39.5 |