SR 162 over STRAIGHT RIVER
Map
Coordinates:
+38.35556, -86.8924838°21'20" N, 86°53'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 162 over STRAIGHT RIVER |
Structure number: | 028400 |
Location: | 02.99 W SR 164 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 127.0 ft. [38.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Year reconstructed: | 1982 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,150 [as of 2004] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 59.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $615,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Fair | 9150 | 59.0 |
May 2015 | Fair | Satisfactory | Fair | Good | 9150 | 61.0 |
May 2013 | Fair | Fair | Fair | Good | 9150 | 60.0 |
May 2011 | Fair | Good | Satisfactory | Good | 9150 | 53.3 |
April 2009 | Good | Good | Good | Good | 9150 | 53.3 |
April 2007 | Good | Good | Good | Good | 9150 | 69.6 |
April 2005 | Good | Good | Good | Good | 9150 | 68.4 |
April 2003 | Good | Good | Good | Good | 8971 | 68.5 |
August 2001 | Good | Good | Good | Good | 8971 | 68.5 |
July 1999 | Good | Good | Good | Good | 6960 | 69.2 |
July 1997 | Good | Good | Good | Good | 6960 | 69.2 |
September 1995 | Fair | Good | Satisfactory | Satisfactory | 6790 | 69.1 |
August 1993 | Fair | Good | Satisfactory | Satisfactory | 6700 | 69.2 |
October 1991 | Fair | Good | Satisfactory | Satisfactory | 6700 | 69.2 |
October 1989 | Fair | Good | Satisfactory | Satisfactory | 6700 | 73.4 |