LOCAL RD. B2N over TRIB. TO BROWN'S CREEK
Map
Coordinates:
+39.55361, -98.2422539°33'13" N, 98°14'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD. B2N over TRIB. TO BROWN'S CREEK |
Structure number: | 000620723203620 |
Location: | 3.2E 3.8N OF GLEN ELDER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 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: | 3 |
Main spans material: | Masonry [8] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Other [9] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2002] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.2 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2017 | Fair | 6 out of 10 | 25 | 86.2 |
February 2015 | Fair | 6 out of 10 | 25 | 86.2 |
January 2013 | Good | N out of 10 | 25 | 86.2 |
February 2011 | Good | N out of 10 | 25 | 86.2 |
December 2008 | Good | N out of 10 | 25 | 86.2 |
May 2007 | Good | N out of 10 | 25 | 86.2 |
April 2005 | Good | N out of 10 | 25 | 86.2 |
December 2002 | Good | N out of 10 | 25 | 86.2 |
December 2000 | Good | N out of 10 | 25 | 86.2 |
December 1998 | Good | N out of 10 | 25 | 86.5 |
November 1996 | Good | N out of 10 | 25 | 86.2 |
February 1995 | Good | 7 out of 10 | 25 | 86.2 |
January 1993 | Good | 7 out of 10 | 25 | 86.2 |
January 1991 | Good | N out of 10 | 70 | 74.0 |