CR 400 E over BEAR GRASS CREEK
Map
Coordinates:
+40.93525, -85.7205840°56'07" N, 85°43'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 400 E over BEAR GRASS CREEK |
Structure number: | 8500155 |
Location: | 00.40 N OF CR 700 N |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Fair | Satisfactory | 260 | 71.5 |
May 2016 | Fair | Fair | Fair | Satisfactory | 260 | 71.5 |
May 2014 | Fair | Fair | Fair | Satisfactory | 260 | 71.5 |
April 2012 | Fair | Fair | Fair | Good | 260 | 71.5 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 260 | 83.5 |
March 2008 | Fair | Satisfactory | Satisfactory | Good | 210 | 88.0 |
May 2006 | Fair | Satisfactory | Satisfactory | Good | 210 | 88.0 |
May 2004 | Fair | Satisfactory | Satisfactory | Good | 200 | 88.0 |
May 2002 | Good | Good | Good | Good | 200 | 88.0 |
April 2000 | Good | Good | Good | Good | 200 | 31.9 |
August 1998 | Good | Good | Good | Good | 200 | 88.0 |
March 1996 | Good | Good | Good | Good | 200 | 89.0 |
May 1994 | Good | Good | Good | Good | 200 | 88.7 |
May 1992 | Good | Good | Good | Good | 200 | 88.7 |
July 1990 | Poor | Fair | Poor | Poor | 200 | 19.0 |