46360 277 ST over LONG CK
Map
Coordinates:
+43.37413, -96.9334443°22'27" N, 96°56'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 46360 277 ST over LONG CK |
Structure number: | 000000063236090 |
Location: | 2.6E CHANCELLOR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.6 ft. [13.3 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 78.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $25,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Fair | 25 | 78.8 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
August 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 89.8 |
July 2004 | Fair | Satisfactory | Very Good | Good | 25 | 89.8 |
June 2002 | Fair | Satisfactory | Very Good | Good | 25 | 89.8 |
August 2000 | Good | Good | Very Good | Good | 25 | 89.8 |
August 1998 | Fair | Good | Very Good | Satisfactory | 25 | 97.0 |
May 1996 | Good | Excellent | Excellent | Very Good | 25 | 97.0 |
June 1994 | Good | Excellent | Excellent | Very Good | 25 | 97.0 |
May 1992 | Good | Excellent | Excellent | Excellent | 25 | 97.0 |
May 1990 | Good | Excellent | Excellent | Excellent | 25 | 97.0 |