ROGERS CREEK RD over ROGERS CREEK
Map
Coordinates:
+43.14303, -91.9403143°08'35" N, 91°56'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ROGERS CREEK RD over ROGERS CREEK |
Structure number: | 000000000346301 |
Location: | 300' W of Co. Rd. W14 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: December 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 152 [as of 1998] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 48.5 tons [44.1 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 84.4 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2015 | 84.4 | Good | Good | Good | Very Good | - | 152 |
December 2013 | 84.4 | Good | Very Good | Very Good | Very Good | - | 152 |