FM over MCCANDLESS CLEGHORN D D
Map
Coordinates:
+42.63333, -96.1500042°37'60" N, 96°09'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FM over MCCANDLESS CLEGHORN D D |
Structure number: | 000000000250330 |
Location: | 083452801 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 2012] |
Truck traffic: | 22% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Operating rating: | 39.6 tons [36.0 metric tons] |
Inventory rating: | 30.8 tons [28.0 metric tons] |
Sufficiency rating: | 67.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 67.0 | Poor | Satisfactory | Satisfactory | Poor | SD | 45 |
May 2014 | 67.0 | Poor | Satisfactory | Satisfactory | Poor | SD | 45 |
May 2012 | 83.0 | Fair | Good | Good | Fair | - | 45 |
September 2011 | 69.0 | Poor | Good | Good | Poor | SD | 35 |
May 2010 | 97.0 | Fair | Good | Good | Satisfactory | - | 35 |
June 2008 | 89.5 | Fair | Good | Good | Satisfactory | - | 35 |
May 2006 | 78.2 | Fair | Good | Very Good | Satisfactory | - | 40 |
April 2004 | 78.2 | Good | Good | Very Good | Good | - | 10 |
April 2002 | 78.2 | Good | Good | Very Good | Good | - | 10 |
April 2000 | 78.2 | Good | Good | Very Good | Good | - | 10 |
December 1997 | 78.2 | Good | Good | Very Good | Good | - | 25 |
February 1996 | 78.2 | Good | Good | Very Good | Good | - | 30 |
March 1994 | 78.2 | Good | Good | Very Good | Good | - | 30 |
June 1992 | 78.2 | Good | Very Good | Very Good | Good | - | 30 |
April 1990 | 78.2 | Good | Very Good | Very Good | Good | - | 90 |