OLD SR 25 over DEER CREEK
Map
Coordinates:
+40.57474, -86.6828140°34'29" N, 86°40'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD SR 25 over DEER CREEK |
Structure number: | 006420 |
Location: | 00.67 S US 421 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 75.5 ft. [23.0 m] |
Total length: | 233.9 ft. [71.3 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,270 [as of 2006] |
Truck traffic: | 8% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 84.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,162,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Fair | 8270 | 84.6 |
September 2015 | Fair | Satisfactory | Satisfactory | Fair | 8270 | 84.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 8270 | 96.1 |
August 2011 | Fair | Satisfactory | Satisfactory | Fair | 8270 | 84.6 |
August 2009 | Fair | Good | Satisfactory | Fair | 8270 | 84.6 |
November 2007 | Fair | Good | Good | Fair | 8845 | 84.2 |
October 2005 | Fair | Good | Good | Fair | 8845 | 84.7 |
October 2003 | Good | Good | Good | Good | 8672 | 96.3 |
October 2001 | Good | Good | Good | Good | 8672 | 96.3 |
June 2000 | Good | Good | Good | Good | 7695 | 95.7 |
July 1998 | Good | Good | Good | Good | 7695 | 96.4 |
July 1996 | Good | Good | Good | Good | 7695 | 96.4 |
July 1994 | Good | Good | Good | Good | 6600 | 84.4 |
May 1993 | Good | Very Good | Good | Good | 6600 | 84.4 |
November 1989 | Fair | Fair | Satisfactory | Satisfactory | 6600 | 91.9 |