CR 400N over HOOPPOLE DITCH
Map
Coordinates:
+37.94578, -87.2074837°56'45" N, 87°12'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 400N over HOOPPOLE DITCH |
Structure number: | 7400060 |
Location: | 00.11 W of CR 800 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 35.8 ft. [10.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1905 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 350 | 91.5 |
September 2016 | Fair | Good | Good | Satisfactory | 350 | 91.5 |
September 2014 | Fair | Fair | Fair | Satisfactory | 350 | 61.9 |
October 2012 | Poor | Poor | Poor | Satisfactory | 350 | 46.8 |
October 2010 | Poor | Fair | Poor | Satisfactory | 350 | 48.6 |
November 2008 | Poor | Fair | Poor | Satisfactory | 330 | 48.6 |
October 2006 | Fair | Fair | Fair | Satisfactory | 330 | 61.6 |
October 2004 | Fair | Satisfactory | Fair | Good | 320 | 62.6 |
September 2002 | Fair | Satisfactory | Fair | Good | 323 | 62.6 |
September 2000 | Fair | Satisfactory | Fair | Good | 323 | 62.9 |
December 1998 | Fair | Satisfactory | Fair | Good | 323 | 62.6 |
June 1996 | Good | Good | Good | Very Good | 300 | 73.7 |
May 1994 | Good | Good | Good | Very Good | 300 | 73.7 |
February 1992 | Poor | Poor | Serious | Fair | 300 | 26.9 |
March 1990 | Poor | Poor | Serious | Fair | 300 | 26.9 |