US-23 over N BR DEVIL RIVER
Map
Coordinates:
+44.92165, -83.4368444°55'18" N, 83°26'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 over N BR DEVIL RIVER |
Structure number: | 000000000000332 |
Old structure number: | 04104031000B020 (from 1992 edition) |
Location: | 4.5 MI N OF ALCONA COL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,537 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Good | 5537 | 94.3 |
June 2015 | Fair | Satisfactory | Good | Good | 5537 | 94.3 |
July 2013 | Fair | Satisfactory | Good | Good | 5537 | 94.3 |
April 2011 | Fair | Satisfactory | Good | Good | 5537 | 94.3 |
April 2009 | Fair | Satisfactory | Good | Good | 5537 | 94.3 |
April 2007 | Fair | Satisfactory | Good | Good | 6392 | 93.5 |
April 2005 | Fair | Satisfactory | Good | Good | 9000 | 91.3 |
April 2003 | Fair | Satisfactory | Good | Good | 9000 | 90.9 |
April 2001 | Fair | Satisfactory | Good | Good | 9000 | 90.9 |
April 1999 | Fair | Satisfactory | Good | Good | 9000 | 90.9 |
April 1997 | Fair | Satisfactory | Fair | Satisfactory | 4900 | 74.5 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 6200 | 83.8 |
June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 6200 | 83.8 |
May 1990 | Fair | Satisfactory | Satisfactory | Good | 6200 | 83.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 279 | 279 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,488 | 1,203 | 150 | 135 | 0 |
Wearing Surfaces | sq. ft. | 1,395 | 1,260 | 0 | 0 | 135 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 152 | 146 | 3 | 3 | 0 |
Joints |
Pourable Joint | linear ft. | 100 | 0 | 100 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 144 | 144 | 0 | 0 | 0 |