N3590 over CREEK
Map
Coordinates:
+36.23022, -96.6063836°13'49" N, 96°36'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N3590 over CREEK |
Structure number: | 046200000000000 |
Location: | 2W .1S OF HALLET |
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: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
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: | Gravel [8] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 34.8 |
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 |
---|
July 2017 | Fair | Good | Satisfactory | Fair | 25 | 34.8 |
July 2015 | Fair | Good | Satisfactory | Fair | 25 | 34.8 |
August 2013 | Fair | Good | Satisfactory | Fair | 25 | 34.8 |
August 2011 | Fair | Good | Satisfactory | Fair | 25 | 34.0 |
November 2009 | Fair | Good | Satisfactory | Fair | 25 | 34.0 |
October 2007 | Fair | Good | Satisfactory | Good | 25 | 41.0 |
July 2005 | Fair | Good | Satisfactory | Good | 25 | 41.0 |
May 2003 | Fair | Good | Satisfactory | Good | 25 | 41.0 |
June 2001 | Fair | Good | Satisfactory | Good | 25 | 41.0 |
August 1999 | Fair | Very Good | Satisfactory | Fair | 25 | 34.0 |
June 1997 | Fair | Very Good | Fair | Fair | 25 | 34.0 |
May 1995 | Poor | Good | Poor | Satisfactory | 100 | 33.9 |
June 1993 | Fair | Satisfactory | Fair | Fair | 100 | 33.9 |
August 1991 | Fair | Fair | Fair | Fair | 100 | 32.9 |