OR 22 (HWY 162) over BREITENBUSH RIVER
Map
Coordinates:
+44.73984, -122.1552544°44'23" N, 122°09'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OR 22 (HWY 162) over BREITENBUSH RIVER |
Structure number: | 07017 162 04984 |
Location: | IN DETROIT |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 440.6 ft. [134.3 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,000 [as of 2016] |
Truck traffic: | 22% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 54.3 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $2,257,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 54.3 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 4300 | 54.3 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 4000 | 54.3 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 4000 | 54.3 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 3800 | 54.3 |
August 2007 | Fair | Satisfactory | Satisfactory | Good | 4100 | 49.5 |
August 2005 | Fair | Satisfactory | Satisfactory | Good | 4100 | 52.5 |
August 2003 | Fair | Good | Satisfactory | Satisfactory | 3700 | 52.2 |
August 2001 | Fair | Good | Satisfactory | Satisfactory | 3800 | 53.5 |
August 1999 | Fair | Satisfactory | Satisfactory | Good | 4100 | 53.5 |
August 1997 | Fair | Fair | Satisfactory | Good | 3000 | 49.5 |
August 1995 | Fair | Satisfactory | Satisfactory | Good | 3000 | 50.5 |
August 1993 | Fair | Satisfactory | Satisfactory | Good | 3000 | 50.5 |
August 1991 | Fair | Satisfactory | Satisfactory | Good | 4700 | 50.5 |
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 Girder/Beam | linear ft. | 1,762 | 0 | 1,758 | 4 | 0 |
Steel Protective Coating | sq. ft. | 29,012 | 11,605 | 10,154 | 5,802 | 1,451 |
Steel Stringer | linear ft. | 880 | 176 | 704 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,677 | 935 | 3,274 | 468 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,418 | 13,751 | 1,364 | 303 | 0 |
Wearing Surfaces | sq. ft. | 11,453 | 11,153 | 300 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 120 | 0 | 115 | 5 | 0 |
Steel Protective Coating | sq. ft. | 1,008 | 0 | 907 | 101 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 4 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 63 | 7 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 152 | 130 | 22 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 105 | 103 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 4 | 0 | 0 | 0 | 4 |
Open Joint | linear ft. | 70 | 70 | 0 | 0 | 0 |
Other Joint | linear ft. | 105 | 0 | 52 | 53 | 0 |
Bearings |
Movable Bearing | each | 16 | 0 | 16 | 0 | 0 |
Steel Protective Coating | sq. ft. | 114 | 0 | 0 | 114 | 0 |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 64 | 0 | 64 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 882 | 0 | 838 | 44 | 0 |
Steel Protective Coating | sq. ft. | 5,470 | 0 | 4,923 | 547 | 0 |