SR 161 over OVER ABAND. CSX RR
Map
Coordinates:
+40.11519, -83.2951640°06'55" N, 83°17'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 161 over OVER ABAND. CSX RR |
Structure number: | 8002762 |
Location: | 2.04 MI W OF US 33 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 208.0 ft. [63.4 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 42° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Year reconstructed: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,168 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Good | 4168 | 96.9 |
March 2017 | Good | Good | Very Good | Good | 4168 | 96.9 |
June 2016 | Good | Good | Very Good | Good | 4168 | 96.9 |
July 2015 | Good | Good | Very Good | Good | 3430 | 97.4 |
August 2014 | Good | Good | Very Good | Good | 3430 | 97.4 |
August 2013 | Good | Good | Very Good | Good | 3430 | 97.4 |
November 2012 | Good | Good | Very Good | Good | 3540 | 97.3 |
August 2011 | Good | Good | Very Good | Good | 3540 | 97.3 |
August 2010 | Good | Good | Very Good | Good | 3540 | 97.3 |
September 2009 | Good | Good | Very Good | Good | 3540 | 97.3 |
September 2008 | Fair | Satisfactory | Very Good | Good | 3135 | 97.7 |
November 2007 | Good | Good | Very Good | Good | 3135 | 97.7 |
August 2006 | Good | Good | Very Good | Good | 3135 | 97.7 |
May 2005 | Good | Good | Very Good | Good | 3135 | 97.7 |
October 2004 | Good | Good | Very Good | Good | 3107 | 97.7 |
September 2003 | Good | Good | Very Good | Good | 3107 | 97.7 |
August 2002 | Good | Good | Very Good | Good | 3517 | 97.4 |
August 2000 | Good | Good | Very Good | Good | 3517 | 97.4 |
August 1999 | Good | Good | Very Good | Good | 2828 | 97.9 |
August 1997 | Good | Good | Very Good | Good | 2828 | 97.9 |
June 1996 | Good | Good | Very Good | Good | 2828 | 97.9 |
September 1995 | Good | Good | Very Good | Good | 2540 | 98.1 |
August 1994 | Fair | Satisfactory | Good | Satisfactory | 2540 | 98.1 |
June 1993 | Fair | Fair | Good | Satisfactory | 2540 | 97.1 |
June 1992 | Fair | Fair | Good | Satisfactory | 2540 | 97.1 |
June 1991 | Fair | Satisfactory | Good | Satisfactory | 2540 | 98.1 |