FM over JONATHAN CREEK
Map
Coordinates:
+40.80566, -93.6731540°48'20" N, 93°40'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over JONATHAN CREEK |
Structure number: | 000000000137860 |
Location: | 069250103 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Vertical clearance above deck: | 14.1 ft. [4.3 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Year reconstructed: | 1970 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2016] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 38.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Poor | Good | Poor | Poor | 30 | 38.0 |
November 2015 | Poor | Good | Poor | Poor | 25 | 38.0 |
November 2013 | Poor | Good | Poor | Fair | 25 | 38.0 |
November 2011 | Poor | Good | Poor | Fair | 25 | 38.0 |
November 2009 | Fair | Good | Fair | Satisfactory | 25 | 44.8 |
January 2008 | Fair | Good | Satisfactory | Good | 30 | 55.0 |
October 2005 | Fair | Good | Satisfactory | Good | 30 | 55.0 |
November 2002 | Fair | Good | Satisfactory | Good | 35 | 55.0 |
April 2000 | Fair | Good | Satisfactory | Good | 35 | 55.0 |
January 1998 | Fair | Good | Satisfactory | Good | 20 | 56.4 |
January 1996 | Good | Good | Good | Good | 20 | 63.8 |
August 1994 | Good | Good | Good | Good | 30 | 63.8 |
August 1992 | Good | Good | Good | Good | 30 | 63.8 |
August 1990 | Good | Good | Good | Good | 30 | 72.6 |