COUNTY RD 305 over CROOKED CR
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.60913, -92.0223639°36'33" N, 92°01'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 305 over CROOKED CR |
Structure number: | 24784 |
Old structure number: | 5520005 069 (from 1992 edition) |
Location: | S 33 T 56 N R 10 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 104.0 ft. [31.7 m] |
Roadway width between curbs: | 11.8 ft. [3.6 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: May 2012
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 5 [as of 2012] |
Truck traffic: | 10% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 16.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $436,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2012 | Poor | Serious | Poor | Poor | 5 | 16.9 |
July 2010 | Poor | Serious | Poor | Poor | 5 | 16.9 |
July 2008 | Poor | Poor | Poor | Poor | 5 | 16.9 |
June 2006 | Poor | Poor | Poor | Poor | 5 | 16.9 |
June 2004 | Poor | Poor | Poor | Poor | 5 | 16.9 |
June 2002 | Poor | Poor | Poor | Poor | 5 | 16.9 |
June 2000 | Poor | Poor | Poor | Fair | 5 | 16.9 |
June 1998 | Poor | Fair | Poor | Fair | 5 | 17.9 |
March 1991 | Poor | Very Good | Poor | Fair | 5 | 16.9 |