OLD US-23 HWY over NORTH ORE CREEK
Map
Coordinates:
+42.66083, -83.7596742°39'39" N, 83°45'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD US-23 HWY over NORTH ORE CREEK |
Structure number: | 000000000005843 |
Old structure number: | 47200058000B010 (from 1992 edition) |
Location: | HARTLAND TWP SEC 17 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 31.8 ft. [9.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,060 [as of 2015] |
Deck condition: | Good [7 out of 9] |
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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 77.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Good | 5060 | 77.0 |
August 2016 | Fair | Good | Satisfactory | Good | 5060 | 77.0 |
August 2014 | Fair | Good | Satisfactory | Good | 2175 | 87.7 |
August 2012 | Good | Good | Good | Good | 3600 | 51.2 |
August 2010 | Good | Good | Good | Good | 3650 | 51.2 |
June 2008 | Good | Good | Good | Good | 3650 | 51.2 |
October 2006 | Fair | Satisfactory | Good | Good | 3114 | 48.9 |
October 2004 | Fair | Fair | Very Good | Very Good | 3114 | 47.5 |
October 2002 | Good | Good | Very Good | Very Good | 3114 | 48.6 |
September 1998 | Good | Good | Very Good | Very Good | 3330 | 48.4 |
October 1996 | Good | Good | Very Good | Very Good | 3330 | 48.4 |
September 1994 | Good | Good | Very Good | Very Good | 2443 | 71.0 |
May 1993 | Good | Good | Very Good | Very Good | 2443 | 71.0 |
June 1991 | Good | Good | Very Good | Very Good | 2443 | 71.0 |