451 AVE over CK
Map
Coordinates:
+44.01159, -97.1893144°00'42" N, 97°11'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 451 AVE over CK |
Structure number: | 000000040090128 |
Location: | 4W & .2N MADISON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2015] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $50,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Fair | 5 out of 10 | 220 | 78.7 |
August 2015 | Fair | 5 out of 10 | 220 | 78.7 |
September 2013 | Fair | 5 out of 10 | 220 | 78.7 |
September 2011 | Fair | 5 out of 10 | 220 | 78.7 |
July 2009 | Fair | 5 out of 10 | 220 | 78.7 |
August 2007 | Fair | 5 out of 10 | 220 | 78.7 |
September 2005 | Fair | 5 out of 10 | 220 | 78.7 |
October 2003 | Fair | 6 out of 10 | 220 | 89.7 |
September 2001 | Good | 7 out of 10 | 220 | 89.7 |
August 1999 | Fair | 6 out of 10 | 220 | 89.7 |
August 1997 | Fair | 6 out of 10 | 220 | 89.7 |
July 1995 | Good | 7 out of 10 | 220 | 89.4 |
August 1993 | Good | 7 out of 10 | 220 | 89.4 |
September 1991 | Good | 8 out of 10 | 220 | 86.4 |