NO DATA ENTERED over ELVOY CREEK
Map
Coordinates:
+46.01472, -88.8902946°00'53" N, 88°53'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NO DATA ENTERED over ELVOY CREEK |
Structure number: | 091303000003316 |
Location: | NO DATA ENTERED |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 40° |
Owner: | U.S. Forest Service [64] |
Year built: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Unknown [*] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 84.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Very Good | Very Good | 50 | 84.5 |
September 2016 | Fair | Satisfactory | Very Good | Very Good | 50 | 84.5 |