SR 161 over LITTLE DARBY CREEK
Map
Coordinates:
+40.12201, -83.4561040°07'19" N, 83°27'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 161 over LITTLE DARBY CREEK |
Structure number: | 8002738 |
Location: | 2.76 MI E OF CHAMPAIGN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 144.7 ft. [44.1 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,461 [as of 2015] |
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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Fair | 1461 | 87.0 |
June 2017 | Fair | Satisfactory | Satisfactory | Fair | 1461 | 87.0 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1461 | 98.2 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1590 | 98.1 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1590 | 98.1 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1590 | 98.1 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1530 | 98.1 |
August 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1530 | 98.1 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1530 | 98.1 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1530 | 98.1 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 98.2 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 98.2 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 98.2 |
May 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 98.2 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1620 | 98.0 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1620 | 98.0 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1620 | 98.0 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1620 | 98.0 |
August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 1740 | 97.9 |
August 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 1740 | 97.9 |
June 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 1740 | 97.9 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 1530 | 98.2 |
August 1994 | Fair | Fair | Satisfactory | Fair | 1530 | 85.9 |
June 1993 | Fair | Fair | Satisfactory | Fair | 1530 | 85.9 |
June 1992 | Fair | Fair | Satisfactory | Fair | 1530 | 85.9 |
June 1991 | Fair | Fair | Satisfactory | Fair | 1530 | 85.9 |