E0480 over CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+36.31880, -96.9270236°19'08" N, 96°55'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E0480 over CREEK |
Structure number: | 019710000000000 |
Location: | .1N .1W OF LELA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1928 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: August 2012
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 81 [as of 2011] |
Truck traffic: | 10% of total traffic |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 29.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $230,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2012 | Poor | - | Serious | Serious | 81 | 29.4 |
September 2010 | Poor | - | Serious | Serious | 81 | 29.4 |
November 2008 | Poor | - | Serious | Serious | 81 | 29.4 |
September 2006 | Poor | - | Serious | Serious | 81 | 25.4 |
August 2004 | Poor | - | Serious | Fair | 81 | 25.4 |
July 2002 | Poor | - | Serious | Fair | 81 | 25.4 |
May 2000 | Poor | Serious | Serious | Fair | 81 | 24.4 |
June 1998 | Poor | - | Serious | Fair | 81 | 25.4 |
August 1996 | Poor | Poor | Poor | Poor | 81 | 34.6 |
September 1994 | Fair | Fair | Satisfactory | Satisfactory | 100 | 67.0 |
September 1992 | Fair | Fair | Satisfactory | Satisfactory | 100 | 67.0 |