US-23 over OCQUEOC RIVER
Map
Coordinates:
+45.48791, -84.0761045°29'16" N, 84°04'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 over OCQUEOC RIVER |
Structure number: | 000000000008965 |
Old structure number: | 71171073000B020 (from 1992 edition) |
Location: | 12 MI SE OF CHEBOYGAN COL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1994 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 977 [as of 2007] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Fair | Satisfactory | 977 | 80.8 |
July 2017 | Fair | Very Good | Fair | Satisfactory | 977 | 80.8 |
August 2015 | Fair | Very Good | Fair | Satisfactory | 977 | 80.8 |
August 2013 | Fair | Very Good | Good | Satisfactory | 977 | 92.3 |
June 2011 | Fair | Very Good | Good | Satisfactory | 977 | 92.3 |
June 2009 | Fair | Very Good | Good | Satisfactory | 977 | 92.3 |
June 2007 | Fair | Very Good | Very Good | Satisfactory | 2159 | 87.9 |
June 2005 | Fair | Very Good | Very Good | Satisfactory | 1500 | 90.8 |
June 2003 | Fair | Very Good | Very Good | Satisfactory | 1500 | 90.7 |
July 2001 | Fair | Very Good | Very Good | Satisfactory | 1500 | 90.7 |
September 1999 | Fair | Very Good | Very Good | Satisfactory | 1500 | 96.0 |
September 1997 | Good | Very Good | Very Good | Good | 1500 | 88.7 |
September 1995 | Good | Excellent | Excellent | Good | 1000 | 90.1 |
July 1993 | Good | Very Good | Good | Good | 1000 | 90.1 |
May 1992 | Poor | Fair | Poor | Poor | 1000 | 51.7 |
April 1991 | Poor | Fair | Poor | Poor | 1000 | 51.7 |
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 |
Steel Stringer | linear ft. | 927 | 927 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,070 | 4,029 | 41 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,070 | 4,029 | 0 | 0 | 41 |
Superstructure |
Steel Truss | linear ft. | 200 | 0 | 97 | 103 | 0 |
Steel Floor Beam | linear ft. | 390 | 370 | 0 | 20 | 0 |
Steel Gusset Plate | each | 80 | 40 | 20 | 20 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 198 | 111 | 56 | 31 | 0 |
Joints |
Strip Seal Joint | linear ft. | 70 | 0 | 55 | 15 | 0 |
Pourable Joint | linear ft. | 70 | 0 | 70 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 206 | 155 | 0 | 51 | 0 |