N3450 over CREEK
Map
Coordinates:
+36.33963, -96.8535136°20'23" N, 96°51'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N3450 over CREEK |
Structure number: | 050680000000000 |
Location: | 4. E 1.5 N OF LELA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 21.0 ft. [6.4 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 24 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 34.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Fair | Fair | Poor | 24 | 34.2 |
August 2016 | Poor | Fair | Poor | Poor | 24 | 34.2 |
August 2015 | Poor | Fair | Poor | Poor | 24 | 34.2 |
August 2013 | Poor | Fair | Poor | Poor | 24 | 34.9 |
August 2011 | Poor | Fair | Poor | Fair | 24 | 34.9 |
November 2009 | Poor | Fair | Poor | Fair | 24 | 27.3 |
October 2007 | Poor | Satisfactory | Poor | Satisfactory | 24 | 28.3 |
June 2005 | Poor | Satisfactory | Poor | Satisfactory | 24 | 24.3 |
June 2003 | Poor | Satisfactory | Poor | Satisfactory | 24 | 22.5 |
June 2001 | Poor | Satisfactory | Poor | Satisfactory | 10 | 23.7 |
August 1999 | Fair | Good | Fair | Fair | 10 | 26.7 |
May 1995 | Fair | Fair | Satisfactory | Fair | 100 | 26.2 |
June 1993 | Fair | Fair | Satisfactory | Fair | 100 | 26.2 |
May 1991 | Fair | Fair | Fair | Fair | 100 | 25.7 |