SR 234 over INDIAN CREEK
Map
Coordinates:
+39.92410, -86.9166439°55'27" N, 86°54'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 234 over INDIAN CREEK |
Structure number: | 029650 |
Location: | 00.73 W US 231 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1946 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 670 [as of 2004] |
Truck traffic: | 9% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 99.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $219,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | - | Satisfactory | Good | 670 | 99.2 |
March 2018 | Fair | Satisfactory | Good | Good | 670 | 99.6 |
March 2016 | Fair | Satisfactory | Good | Good | 670 | 99.6 |
March 2014 | Fair | Satisfactory | Good | Satisfactory | 670 | 99.6 |
March 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 670 | 99.5 |
March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 670 | 99.8 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 904 | 99.8 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 904 | 99.8 |
July 2004 | Good | Good | Good | Good | 904 | 96.8 |
August 2002 | Good | Good | Good | Good | 886 | 96.8 |
August 2000 | Good | Good | Good | Good | 687 | 96.8 |
August 1998 | Good | Good | Good | Good | 687 | 96.8 |
August 1996 | Good | Good | Good | Good | 687 | 96.8 |
August 1994 | Good | Good | Good | Good | 500 | 96.9 |
August 1992 | Good | Good | Good | Good | 500 | 97.9 |
February 1990 | Fair | Satisfactory | Good | Satisfactory | 500 | 95.8 |