DICKS PRKWY SW over ROSEAU FLOWAGE
Map
Coordinates:
+48.54594, -95.3210448°32'45" N, 95°19'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DICKS PRKWY SW over ROSEAU FLOWAGE |
Structure number: | 39528 |
Location: | 3.6 MI S OF JCT CSAH 19 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.7 ft. [6.6 m] |
Total length: | 49.5 ft. [15.1 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | State Park, Forest, or Reservation Agency [11] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 1986] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 20 | 97.6 |
October 2017 | Good | Very Good | Very Good | Very Good | 20 | 97.6 |
October 2015 | Good | Excellent | Excellent | Excellent | 20 | 97.6 |
October 2014 | Good | Excellent | Excellent | Excellent | 20 | 97.6 |
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 |
Timber Floor Beam | linear ft. | 90 | 90 | 0 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Steel Pile | each | 18 | 18 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 545 | 540 | 5 | 0 | 0 |
Timber Pier Cap | linear ft. | 112 | 112 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 100 | 100 | 0 | 0 | 0 |
Deck |
Timber Slab | sq. ft. | 1,007 | 1,007 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 994 | 994 | 0 | 0 | 0 |